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ARCHITECTURAL SITE PLAN.
k 1. FOR LAYOUT INFORINIATION SEE
AINING THE NECE5SAR
2. THE CONTRACTOR SHALL BE RESPONSIBLE F OR 061
GMT of WAY OF ATLANTIC BOULEV
..4 DRIVEWAY PE
RNITS WITHIN THE RI
CONTRACTOR 15 HEREBY NOTIFIED THAT A
AND STURDIVANT DRIVE. THE
O.O.T. DRIVEWAY PERMIT WILL 8
K
COMPACTION REQUIREMENTS. SIDEWALK DETAILS
3. PAVEMENT DETAILS, (EXCEPT SEWER)
E REQUIRED ON ATLANTIC BOULEVARD.
rq-
UTILITY CONNECTIONS
AND TEMPORARY AND PERMANENT
4 ARE SHOW ON THE ARCHITECTURAL SITE PLAN.
10 ITHIN THE RI W S OF WAY OF
4 ALL DISTURBED OR REGRADED AREAS W
J, URDIVANT DRIVE SHALL BE
ATLANTIC BOULEVARD, FIT ME STREET AND ST
HE FLORIDA
I REGRADED 14ULCHED AND SEEDED IN ACCORDANCE WITH T
SPECIFICATIONS
ef$ DEPARTMEiT OF TRANSPORTATION'S STANDARDS AND
UNLESS SHOWN OTHERWISE.
THE ARCHITECTURAL
DISCREPANCIES BETWEEN THIS SHEET AND
Lg, ... 5. ANY
THE
SITE PLAN SHALL BE BROUGHT TO THE IMMFDIATE ATTENTION OF
NO ENGINEER.
;q ARCHITEC I A
kA-
vt :+ SHOWN THUS:
'46 6. NEW CONCRETE PAVEMENT AND WALKS ARE
7
2s
7� NEW CONCRETE CURBS ARE SHOWN THUS:
di
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t4,.
9. NEW FINISHED GRADE SPOT ELEVATIONS ARE SHOWN THUS:
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7
10. NEW FINISHED GRADE CONTOURS ARE SHOWN THUS:
Lu
11. CENTERLINES OF NEW PAVEMENT SWALES ARE SHOWN THUS:
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c. ruff- 2S. ALL KANITS AM FEES Aft THE KSPONSIBILITV or THE CONTRACTOR cOKE�-
1=1M 26. PROVIDE AND PAY FOR ALL TE1I~Y POWER AND WATER IM1AED OWNING
THUS: L to IoNEK mum CMTNKTION.
KNERAL NOTES 10. REM FINISHED OM SPOT ELEVATIONS Alf SHOWN - 26.0 -
II. IN FINISHED OAK CONTOOS ABE SHOWN THUS: =1 ra WILDOL DURATION OF 27. papIgE AND PAY FOR ALL PERMANENT UTILITY OMKOIOM AM INSTALLATIONS
Bow SMILES ARE 900 THUS: 0 BPLM'S LIABILITY HOOP= UULITV NECESSARY AM TOM OVER TO OWNER ALL COPIES OF KP0517 NWAWM-
12. CENTEALIKS OF KM PAW �IK ZVS CliOCTIN M NRMILE
I. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AM LAYOUT INFONMAIISS PRIOR SON THUS: TS. So WINUmICE INALL RE FOR ALL d. swolou ML�mw%441 Tan OPERATION OF ALL CORRELATES
TO BEGINAINS CONSTRUCTION. 13. LIMITS OF SODDING ARE =%x=Iiiiiiiiii INIS CWMCT. I LMMULITY I" Domis. mooAsim. ANN New MICLES wiTw 26. CONTRACTOR IS RESPONSIBLE FOR IME SATISFAC F ONE YEAR AFTER
2.FALLUM PERFORMED WIIMIN THE RIgq_*4IAY OF ATLANT IC BOULEVARD 91ALL K 14. EXISTING WATER LINES AME SHOWN THUS: W - - - to THE NMTM a Ims I aim IF, 00.40 In usm FEM Am PARTS OF SUILOIN INCLUDED is CONTRACT FOI A PERIOD 0 AN
III. IK DiiiIIINS, Lulm W� L m INMILIU V11N FINAL ACCEPTANCE UNLESS A LOMA PERIOD 15 SPECIFIED. AM WILL Off
ACCOMPLISHED ACCORDING To THE FOUIREMENTS OF THE FLORIDA KPARTHOW OF 15. ENISTING SEMEN LINES AK SHOWN TONS: - -- S - - - COMWT. INE lUnk LIABILITY Amp pomm SEQUINE ISSAIIIII. AT 1#15 40 BMW
OF pn.m FDA m 16 DANAK To OVMEN USSR, WHICH ARE MAINE
TNUGMTATION. S TO CEILING ilmarmm MIT% R� mity i =L PON gm mgmem. bomm-- smu ALIENATIONS. REPAIRS. 01 ANIMISM= SEI NECESW By UK OF FAULTY
16. PENIK 1/20 SOLO INEAKILING DOW BOTH IK OF PAR" OL" Do 91NLL ALSO Owme Flow I us INCLUDI
3. ALL VM SMALL K ACCOMPLISHED IN CONPLLARCE WITH OVERVIN CODES AM AS ONE SIDE OF ALL NATHIS, AND FRAME WALLS OF CONFERENCE MICH. POW An $W.M FOR I= Slo$.M FOR m Actum. i vwI IN Ima WAMS. WWI BOW LIABILITY NATERIALS 01 MDWWMIP BY WIN 01 NIS INCOffMIM-
- NWVMN
WNW INSWAKE WIVN lm* I IN 0 . AU AM KPAINS QUAININMI 91
MEG"TIM FOR EMU PARTICULAR TWA. D p OWNER IN LAOSCJV 17. $MIT AM IBM SHOP 001MRS FOR AAC"'TECT'S APPASNAL' CMTMC70 SIALL Imm"INEE PMIK covi�IV9 I OMM L uw mcwp GENEFAL CONTRACTOR is PRIMARILY KSPQU
INS, LITV HELVAKE. M MW" WORK LUDILITV ll@dM= p. .....MOM WNN=t SUBCONTRACTOR SMALL INE ISIDE THROUGH Him.
4. ALL DISTURBED ON KMRM AREAS NOT KSIMTE SOIL INEARININ CAPACITY OF MIND PSI CgVWTSR AS MR 9geCOTMCM PUFMU OW
SMALL RE MULCHED AM SEEPED ACCORDING TO FLORIDA DEPARTMENT OF TRANSPORTATION IS. FODTIN DESIGN 15 BASED ON NIN'NUN MWLP= In � wom or W�kv OWNER WILL GIVE NOTICE OF OBSERVED KFECTS Milk REASOMANLE PAROPINESS'
SPECIFICATIONS. VERIFY PRIOR TO CONSTIKTION' cwEAEp BY THIS CONITRACT I= CLANS IN NOWNE NMU OF IMLY pMASE Ba MIN 15 ML A6 F010 SM OKMTMG
IsyMy, INCLUDING ACCISMAL SERIM. Slamm Am mum, AS KILL MU WT OF IN 0 INiNiN NRM ummv OIL 1014EMV 29. am ON Amw THE 10th DAY OF EACH "wim. slam PER CENT r) OF INE VALK-
SAND FREE OF MUM. 19. PRESERVE ALL EXIST116 TREES UNDAMAGEO- MAY Mfg BUT OF m - BASED ON THE CONTRACT. OF LAW AM MATERIALS I in MR: � Me
AS FROM CLAIM FROM PROPERTY WM MICH riM K P HIMSELF
S. ALL FILL KWIM FOR SITE GRAOING SHALL BE CLEAN BE r Now @a ANN
HANLE. SILT, CLAY OR ORGANIC RRTEAIAL OF ANY KIND. 20. PROVIDE INDIVIDUAL AIR TO AIR HEAT PUMPS FOR EACH FOO OFFICE SPACES WIMTIW MR INIS CONTRACT WINES SKII OPEARI orum BY fi� ff IRON. Of MATERIALS SUITABLY STOM AT THE Sin UP ii THE 2Sth DAY Of THE PREVIOUS
FOUNDATIONS AS LOCATE IN ATTIC SPACE. UNITS SMALL BE CARRIER OR EQUAL- SO BY AM SOCONIVACTOR OR AWM SINECTILY OR 101ticny orLovs In MONTH, AS APPROV0 NY ARCHITECT. LESS THE ANKIATE OF PoEvious Pffilm;
6. COMPACT FILL AWN/OR SACJU`ILL UNDER Win-NDT LESS THAN 96 PERCENT INNNOM SIKL K ON AN KCMMM BASIS. ANWITO AM n IICIIEASE THE TOTAL PAYMENTS To NINETY PER CENT (901) OF TME CWMKT
FOOTINGS AM LIPPER 12-INMS UNDER 21. PMIK FOUR 10 GALLON WATER HEATERS. LOCATE WNEK DIRECTED my DRUES' EITHER OF THEN. AFTER SUBSTANTIAL COMPLETION.
of NUIW LABORATORY INENSITY; BELOW 12-IKMES Una PAVED AREAS TO NOT PRODUCTS C"aVER. WERAylign CWERROE An CW"*CrML LIABILITY IN 5 PRICE. FINAL PAVIVENT IS ME THIRTY (30) OATS
BERNS, AM SIKWALAS TO HOT LESS MAIN PANEL, SO-"MLS FOR EACH AIIIIIIII vw� m LY PERFORMED.
Eft QV-WD AREAS. 22. PINIVIK NEW EIFTNANCE ELECTRICAL SERVICE SOME "ILL INE INCLOW. CONTRACTURAL An ROPLINNIS. FARM MO AIRINST ALL I= a DPW (IKMIN emys PROVIDED THE LIM K THEN FULLY COMPLETED M THE CORTARO FUL
LESS THAN 90 PERCW; ON TO AND MDT WMT106 ANY RENTAL Oil. PROVIDE SEPARATE ELECTRICAL PETERS. ]INSURANCE FOR THE LJNITS 3MIFIED A ITY CLAUSE LMLITV MOM By IN VM VNE 3D. Id SMALL BE IV KISCO OR EQUAL AS INDICATED.
THAN 86 PERCENT; AND 07WER SACILFILL AWACENT ISTINN: CONTENT OF NOTIFY ARCHITECT FOR LIABILITY INSOOM SMALL SPECIFICALLY IBM RE IF Me ATHEV'S FES) IV BEAM OF WKI MINDY. INCLUDIN
STRUCTURAL ELWJ17S TO MDT LESS THAN 90 PERCENT- THE NO 23. SO-PANEL LOCATIONG, SWL Of DIRECTED By WU- CONTAINED IN SO PAWAWN (a) KIM. IF THE POLICY CONTAINS � a ANXIIIECT M gNPAES MARINE OF I CORE: By IDEAL OR EMAL.
THE SPECIFIED DENSITIES SHALL BE WITHIN 2 PERCENT MORE OR LESS THAN ]HE IIMC7100 PRIOR To FOUNING SLAB. T U17N KUMS TO KAIN, AT ANY TIRE RESULTING THEREFROM. 3116mm p MR PENSION OR 31. W= SOM - FLUSH BIRCH VENEER SOLID
EMAJONS APPLICABLE TO THE M 00 THIS PROJEC EVAMSIM ON- 4 a " At OF �K 19 PMMI . WMINS LOSS OF USE
OPTIMUM. EXPLOSION.- -MAAPWA' OR 'MM� OZAM.0 OW
IIEVENNINE wAIMUm LABORATORY DENSITY to ACCORDANCE WITH ASTM 0 1567, 24. �INSUVM: UNTIL OWNER APPOOKS FOLLOWING INSURANCE mmm BY SMALL RE ELIMINATED FROM THE PKICY. THE CERTIFICATE OF IISWAM IMENEgF. ANISIM OUT V a 10 OUNWAM OF in POMT.
90 NOT BEGIN WORK FOR LIFE OF CgffWT- REQUIRES IN (a) RONNIE SMAIJ INDICATE THAT SUCH DDJZIM ON HOT WANDLE IN MEMM PIDIECTIVE
METHOD I OR D. COMM70 AND Sk*COMWTOR : FOR TIRE MftY TO THIS INSIMAINCE. INE pDOWTS COMPLETED VMTIM COVERARE f* W?rffifjjN1W- OWNER NEW p@MTIMB HIM WITH
7. NEW CONCRETE PAVEMENT AM WALKS ARE SHOWN THUS SILITY 111� SWL BE CONTINUED FOR SIN (1) YEAR FOLLOWING ACCEPTANCE OF THE NIS COlffiliKKI LIABILITY. wpm lsmom
S. EXISTING SPOT ELEVATIONS ARE SHOW THUS: (23.4) Hur-pummull in STATUTORY COMPLETED POWT IT THE DINNER.
9. EXISTING CONTOM ARE SHOWN THUS: - - - - 23 - - - - jigialLes CarENSATION AM 2111111.1. 111111111w1otin EMPLOVER'S LIABILITY
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ex L.6-2, - A.1; 4 r.05,V, - 14 a FINISH HARDWARE. . . . . . . . . . . . . . . .
'ro H S�-4 r r- TOUT ACCESSORIES . . . . . . .. . . . . .. . . . . . . .
33. INCLUDE 90M FINISH STUCCO 11 us all.
34. mWIDE SEPARATE AWITIVIE COST ITO WITH an To ISCLINNE:
NADD_jNApWN APPLIED SNELI. SVtjCCO FINISH.
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OFFICE B ILDING ADDITION FOR
U
Wa wamowvw�
WILLIAM NOE JR .. ATLANTIC BEACH5 FLORIDA
FRANK D- SHUMER AIA9 ARCHITECT P. A.
CITY OF ATLANTIC BEACH
FLORIDA
BUILDING PLANS
ADDRESS
RE#
OTHER INFORMATIO 4
CITY OF ATLANTIC BEACH
FLORIDA
BUILDING PLANS
ADDRESS
RE#
OTHER INFORMATIO 4
c. ruff- 2S. ALL KANITS AM FEES Aft THE KSPONSIBILITV or THE CONTRACTOR cOKE�-
1=1M 26. PROVIDE AND PAY FOR ALL TE1I~Y POWER AND WATER IM1AED OWNING
THUS: L to IoNEK mum CMTNKTION.
KNERAL NOTES 10. REM FINISHED OM SPOT ELEVATIONS Alf SHOWN - 26.0 -
II. IN FINISHED OAK CONTOOS ABE SHOWN THUS: =1 ra WILDOL DURATION OF 27. papIgE AND PAY FOR ALL PERMANENT UTILITY OMKOIOM AM INSTALLATIONS
Bow SMILES ARE 900 THUS: 0 BPLM'S LIABILITY HOOP= UULITV NECESSARY AM TOM OVER TO OWNER ALL COPIES OF KP0517 NWAWM-
12. CENTEALIKS OF KM PAW �IK ZVS CliOCTIN M NRMILE
I. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AM LAYOUT INFONMAIISS PRIOR SON THUS: TS. So WINUmICE INALL RE FOR ALL d. swolou ML�mw%441 Tan OPERATION OF ALL CORRELATES
TO BEGINAINS CONSTRUCTION. 13. LIMITS OF SODDING ARE =%x=Iiiiiiiiii INIS CWMCT. I LMMULITY I" Domis. mooAsim. ANN New MICLES wiTw 26. CONTRACTOR IS RESPONSIBLE FOR IME SATISFAC F ONE YEAR AFTER
2.FALLUM PERFORMED WIIMIN THE RIgq_*4IAY OF ATLANT IC BOULEVARD 91ALL K 14. EXISTING WATER LINES AME SHOWN THUS: W - - - to THE NMTM a Ims I aim IF, 00.40 In usm FEM Am PARTS OF SUILOIN INCLUDED is CONTRACT FOI A PERIOD 0 AN
III. IK DiiiIIINS, Lulm W� L m INMILIU V11N FINAL ACCEPTANCE UNLESS A LOMA PERIOD 15 SPECIFIED. AM WILL Off
ACCOMPLISHED ACCORDING To THE FOUIREMENTS OF THE FLORIDA KPARTHOW OF 15. ENISTING SEMEN LINES AK SHOWN TONS: - -- S - - - COMWT. INE lUnk LIABILITY Amp pomm SEQUINE ISSAIIIII. AT 1#15 40 BMW
OF pn.m FDA m 16 DANAK To OVMEN USSR, WHICH ARE MAINE
TNUGMTATION. S TO CEILING ilmarmm MIT% R� mity i =L PON gm mgmem. bomm-- smu ALIENATIONS. REPAIRS. 01 ANIMISM= SEI NECESW By UK OF FAULTY
16. PENIK 1/20 SOLO INEAKILING DOW BOTH IK OF PAR" OL" Do 91NLL ALSO Owme Flow I us INCLUDI
3. ALL VM SMALL K ACCOMPLISHED IN CONPLLARCE WITH OVERVIN CODES AM AS ONE SIDE OF ALL NATHIS, AND FRAME WALLS OF CONFERENCE MICH. POW An $W.M FOR I= Slo$.M FOR m Actum. i vwI IN Ima WAMS. WWI BOW LIABILITY NATERIALS 01 MDWWMIP BY WIN 01 NIS INCOffMIM-
- NWVMN
WNW INSWAKE WIVN lm* I IN 0 . AU AM KPAINS QUAININMI 91
MEG"TIM FOR EMU PARTICULAR TWA. D p OWNER IN LAOSCJV 17. $MIT AM IBM SHOP 001MRS FOR AAC"'TECT'S APPASNAL' CMTMC70 SIALL Imm"INEE PMIK covi�IV9 I OMM L uw mcwp GENEFAL CONTRACTOR is PRIMARILY KSPQU
INS, LITV HELVAKE. M MW" WORK LUDILITV ll@dM= p. .....MOM WNN=t SUBCONTRACTOR SMALL INE ISIDE THROUGH Him.
4. ALL DISTURBED ON KMRM AREAS NOT KSIMTE SOIL INEARININ CAPACITY OF MIND PSI CgVWTSR AS MR 9geCOTMCM PUFMU OW
SMALL RE MULCHED AM SEEPED ACCORDING TO FLORIDA DEPARTMENT OF TRANSPORTATION IS. FODTIN DESIGN 15 BASED ON NIN'NUN MWLP= In � wom or W�kv OWNER WILL GIVE NOTICE OF OBSERVED KFECTS Milk REASOMANLE PAROPINESS'
SPECIFICATIONS. VERIFY PRIOR TO CONSTIKTION' cwEAEp BY THIS CONITRACT I= CLANS IN NOWNE NMU OF IMLY pMASE Ba MIN 15 ML A6 F010 SM OKMTMG
IsyMy, INCLUDING ACCISMAL SERIM. Slamm Am mum, AS KILL MU WT OF IN 0 INiNiN NRM ummv OIL 1014EMV 29. am ON Amw THE 10th DAY OF EACH "wim. slam PER CENT r) OF INE VALK-
SAND FREE OF MUM. 19. PRESERVE ALL EXIST116 TREES UNDAMAGEO- MAY Mfg BUT OF m - BASED ON THE CONTRACT. OF LAW AM MATERIALS I in MR: � Me
AS FROM CLAIM FROM PROPERTY WM MICH riM K P HIMSELF
S. ALL FILL KWIM FOR SITE GRAOING SHALL BE CLEAN BE r Now @a ANN
HANLE. SILT, CLAY OR ORGANIC RRTEAIAL OF ANY KIND. 20. PROVIDE INDIVIDUAL AIR TO AIR HEAT PUMPS FOR EACH FOO OFFICE SPACES WIMTIW MR INIS CONTRACT WINES SKII OPEARI orum BY fi� ff IRON. Of MATERIALS SUITABLY STOM AT THE Sin UP ii THE 2Sth DAY Of THE PREVIOUS
FOUNDATIONS AS LOCATE IN ATTIC SPACE. UNITS SMALL BE CARRIER OR EQUAL- SO BY AM SOCONIVACTOR OR AWM SINECTILY OR 101ticny orLovs In MONTH, AS APPROV0 NY ARCHITECT. LESS THE ANKIATE OF PoEvious Pffilm;
6. COMPACT FILL AWN/OR SACJU`ILL UNDER Win-NDT LESS THAN 96 PERCENT INNNOM SIKL K ON AN KCMMM BASIS. ANWITO AM n IICIIEASE THE TOTAL PAYMENTS To NINETY PER CENT (901) OF TME CWMKT
FOOTINGS AM LIPPER 12-INMS UNDER 21. PMIK FOUR 10 GALLON WATER HEATERS. LOCATE WNEK DIRECTED my DRUES' EITHER OF THEN. AFTER SUBSTANTIAL COMPLETION.
of NUIW LABORATORY INENSITY; BELOW 12-IKMES Una PAVED AREAS TO NOT PRODUCTS C"aVER. WERAylign CWERROE An CW"*CrML LIABILITY IN 5 PRICE. FINAL PAVIVENT IS ME THIRTY (30) OATS
BERNS, AM SIKWALAS TO HOT LESS MAIN PANEL, SO-"MLS FOR EACH AIIIIIIII vw� m LY PERFORMED.
Eft QV-WD AREAS. 22. PINIVIK NEW EIFTNANCE ELECTRICAL SERVICE SOME "ILL INE INCLOW. CONTRACTURAL An ROPLINNIS. FARM MO AIRINST ALL I= a DPW (IKMIN emys PROVIDED THE LIM K THEN FULLY COMPLETED M THE CORTARO FUL
LESS THAN 90 PERCW; ON TO AND MDT WMT106 ANY RENTAL Oil. PROVIDE SEPARATE ELECTRICAL PETERS. ]INSURANCE FOR THE LJNITS 3MIFIED A ITY CLAUSE LMLITV MOM By IN VM VNE 3D. Id SMALL BE IV KISCO OR EQUAL AS INDICATED.
THAN 86 PERCENT; AND 07WER SACILFILL AWACENT ISTINN: CONTENT OF NOTIFY ARCHITECT FOR LIABILITY INSOOM SMALL SPECIFICALLY IBM RE IF Me ATHEV'S FES) IV BEAM OF WKI MINDY. INCLUDIN
STRUCTURAL ELWJ17S TO MDT LESS THAN 90 PERCENT- THE NO 23. SO-PANEL LOCATIONG, SWL Of DIRECTED By WU- CONTAINED IN SO PAWAWN (a) KIM. IF THE POLICY CONTAINS � a ANXIIIECT M gNPAES MARINE OF I CORE: By IDEAL OR EMAL.
THE SPECIFIED DENSITIES SHALL BE WITHIN 2 PERCENT MORE OR LESS THAN ]HE IIMC7100 PRIOR To FOUNING SLAB. T U17N KUMS TO KAIN, AT ANY TIRE RESULTING THEREFROM. 3116mm p MR PENSION OR 31. W= SOM - FLUSH BIRCH VENEER SOLID
EMAJONS APPLICABLE TO THE M 00 THIS PROJEC EVAMSIM ON- 4 a " At OF �K 19 PMMI . WMINS LOSS OF USE
OPTIMUM. EXPLOSION.- -MAAPWA' OR 'MM� OZAM.0 OW
IIEVENNINE wAIMUm LABORATORY DENSITY to ACCORDANCE WITH ASTM 0 1567, 24. �INSUVM: UNTIL OWNER APPOOKS FOLLOWING INSURANCE mmm BY SMALL RE ELIMINATED FROM THE PKICY. THE CERTIFICATE OF IISWAM IMENEgF. ANISIM OUT V a 10 OUNWAM OF in POMT.
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9. EXISTING CONTOM ARE SHOWN THUS: - - - - 23 - - - - jigialLes CarENSATION AM 2111111.1. 111111111w1otin EMPLOVER'S LIABILITY
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NOTES
ARCHITECTURAL SITE PLAN.
k 1. FOR LAYOUT INFORINIATION SEE
AINING THE NECE5SAR
2. THE CONTRACTOR SHALL BE RESPONSIBLE F OR 061
GMT of WAY OF ATLANTIC BOULEV
..4 DRIVEWAY PE
RNITS WITHIN THE RI
CONTRACTOR 15 HEREBY NOTIFIED THAT A
AND STURDIVANT DRIVE. THE
O.O.T. DRIVEWAY PERMIT WILL 8
K
COMPACTION REQUIREMENTS. SIDEWALK DETAILS
3. PAVEMENT DETAILS, (EXCEPT SEWER)
E REQUIRED ON ATLANTIC BOULEVARD.
rq-
UTILITY CONNECTIONS
AND TEMPORARY AND PERMANENT
4 ARE SHOW ON THE ARCHITECTURAL SITE PLAN.
10 ITHIN THE RI W S OF WAY OF
4 ALL DISTURBED OR REGRADED AREAS W
J, URDIVANT DRIVE SHALL BE
ATLANTIC BOULEVARD, FIT ME STREET AND ST
HE FLORIDA
I REGRADED 14ULCHED AND SEEDED IN ACCORDANCE WITH T
SPECIFICATIONS
ef$ DEPARTMEiT OF TRANSPORTATION'S STANDARDS AND
UNLESS SHOWN OTHERWISE.
THE ARCHITECTURAL
DISCREPANCIES BETWEEN THIS SHEET AND
Lg, ... 5. ANY
THE
SITE PLAN SHALL BE BROUGHT TO THE IMMFDIATE ATTENTION OF
NO ENGINEER.
;q ARCHITEC I A
kA-
vt :+ SHOWN THUS:
'46 6. NEW CONCRETE PAVEMENT AND WALKS ARE
7
2s
7� NEW CONCRETE CURBS ARE SHOWN THUS:
di
�7I 8. EXISTING SPOT ELEVATI DNS ARE SHOWN THUS
t4,.
9. NEW FINISHED GRADE SPOT ELEVATIONS ARE SHOWN THUS:
1q17c vs
7
10. NEW FINISHED GRADE CONTOURS ARE SHOWN THUS:
Lu
11. CENTERLINES OF NEW PAVEMENT SWALES ARE SHOWN THUS:
PAO Iff'oOX -&-f
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WHEN DISTANCE BE7WEN CLFS B SOEWALK 6 5' OR LESS 7
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PROFILE
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SECT04 C-c'
DETAIL OF SIDF-WAL < AND �'AVED DRIVEWAY CONSTRUCTION
FRErPLKLU BT:,R L,-CRWIDELL a
S-IFE, CIVIL ENGINEERS 911AW VEYrIR
C.- 1 429 EAST ADAMS 57REET 2w
DEVEL(JPFk: NK g4 SITE ENGINEERING Afic Kumm,A"Ll F L f®R
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