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N FL: �T W M c, � 1 I i t I I f m I 1 • : Y t� r _ r• _ r - P3`r1• , '- --. - - —.__. 1 __._ � • 141�u ----- - -- gFMND FLOOR PLAN .. T_It.4. MV WWI - .s-.. "o++�:"a. f F iia;8 �.z- "�Y�y �!' '^{•h£y..-e�,E` y, „r 3" - z&r✓ S .�..4,�,.�..."'s'` �'�� �,��'�'r,�,..c�"��'.•" '"`gyp �' � �„�,_� s ..�-���"�'� ``''��z.�: - ' �.5e-q*tr+i"F - -a �,x >' - '-'sem, .•r -N ONO s, - ..•.Y+•.�a"-c.* *?"• a �'�' r.. ng Er FWOP SOME amz Ir -� � �g��.�-t�•�-��`r���� ,fes .x..�� "a„� ::« - `��.'"'' �'-�� '�,'��•�-��x�'"-�.. ,. � �.� _ .mow �"- �•z� .,�.�, �,�-�.-.r'.tt„w��, yrs r' _,c„rxs .ff _ r"�fi �� -�-tam--��-'. ... i_ • „� �”.-�n�m€ -�r-u-�� � ♦ � � �—tom�!� �' ,,,- �- `.e� ,�-`,`°'�" .,-€sus _s'.•:-.cb ,q,��' � � i �� � • - � � —�.i � . m M�f x s.�L����,.-�+�r ; ,a" •tea' ',� `s-"'a `�_ �.�a,��-..w 4 f.� y � ;orf +��'�*..?`• � ' trN PRE-APPLICATION REVIEW SUBMITTAL City of Atlantic Beach 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us Pre-Application Number: #524 Date Routed: August 28, 2002 Project Name: Beache/Avenue Condos Submittal No. Preliminary review — I ❑Commercial ® Multi-Family ❑ Single-Family ❑Other Departments Routed: ® Building ® Planning and Zoning ® Public Works ® Utility ❑ Other Date Review Comments Due: Wednesday, September 04, 2002 8-30-OZ W4-rC2 i5 AJA��Rf31 E 66W64 &W*A/ o.J wE 3-7 siOE a-V 5E6%)ae .4T T)4-1S GvG97ia.a . �r,�, .ti ti On Additional Information�W f3 ' W v � /I ts- f � The attached site plan is submitted for preliminary review only. Please enter your comments in the appropriate F: Development Review Comments folder. 2C)30 P. ' p 05 02 11 : 14a AMMS Viewer Page 1 of 1 1-7 {/JCNS E f-L: L 9 w� t -70 _ o 000 11 _ 1�p1 http-//maps.coj.net/website/JaxPareel/MapFrame.htm gi�i�nm 1-0 3o WACt/\ 0/t CITY OF ATLANTIC BEACH ' 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024896 Date 1/07/03 Property Address . . . . . . 2030 BEACH AVE Tenant nbr, name . . . . . . PAVING,DRAINAGE,UTIL.ONLY Application description . . . MULTI-FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN MULTI-FAMILY Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ OCEAN BOULEVARD DEVELOPMENT OWNER 2030 BEACH AVENUE ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . PAVING,DRAINAGE, UTILITY ONLY Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 1/06/03 Valuation . . . . 0 Expiration Date 7/05/03 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE.AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS-ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address D 3 © c v U / / T Date 0 2— Heated Heated Square Footage @ $ per sq ft= $ Garage/ Shed _ J @ $ per sq ft= $ Carport/Porch @ $ per sq ft= $ Deck @ $ per sq ft= $ Patio 0 @$ per sq ft= $ TOTAL VALUATION: oo )40 $ 260 Total Valuation 1st $ SD+ o o 6 �/ 0 , 00D y0 $ �b Remaining Value $ . per thousand 6 portion thereof CONSTRUCTION TYPE: TOTAL BUILDING FEE $ 3 O 0 ZONING: + '/2 Filing Fee $ „/ I o FLOOD ZONE: ( ) Fireplaces @ $15.00 $ 0 IMPERVIOUS SURFACE: BUILDING PERMIT FEE $ 4-113-0 WATER IMPACT FEE $ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT$ SEWER TAP $ C ( )RADON fiP,50050 $ SECTION H PAVING( ) $ _ HYDRAULIC SHARES $ CROSS CONNECTION $ ST( ) SURCHARGE $ OTHER $ GRAND TOTAL DUE: $ y I Q cok uE P 2 4 2002 �- Mum City of Atlantic Beach :v� Building and Zoning City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 32233-5445 ? Phone: (904)247-5800 • FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us BUILDING PERMIT APPLICATION v FOR SINGLE-FAMILY OR TWO-FAAHLY(DUPLEX) CONSTRUCTION f (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS MOVING OR DEMOLITION) AND ALTERATIONS, O /� �-trvc-Eu�ccl DATE "J ZD'Q'� GaIcS JOB ADDRESS gadeAve• �r APPLICANT aCC011 leYal-4' ae.y eloO�r>!t^/ ADDRESS 6v �c�nrl I' vera j / PHONE: 2`f��X593 ,4 LEGAL DESCRIPTION: • )Ail NUMBER 2-- LOT NUMBER[5`I1�-7e4 ZONING DISTRICT Z CONTRACTORS/Gc�'y/I ��W/r✓Q/•� Ds'1/`&la 'tit4 , STATE LICENSE NUMBER G 6C ZD6'i..3 ADDRESS 60 147cQD11 PHONE ZV6-- 9s9� :ITY rIVA G 8)edG h STATE FZ, ZIP c-z33 FAX DESCRIBE PROPOSED USE AND WORK TO BE DONE 5/�149 r� i/1 G 11Qo i!'JiU o ��G71Adkllas I PRESENT USE OF LAND OR BUILDING(S) ✓Q G IUl1 VALUATION OF PROPOSED CONSTRUCTION C�Q,�D�/� Is this an addition? D If yes,what are the dimensions of the added space: /j/ feet by L L_feet Will the added area be heated and IA nd cooled? A" New electrical or increase in service? // ✓��i� New plumbing fixtures? IVIA New fireplace? � New heating/air conditioning? Is approval or Homeowner's Association or other private entity required? IkI If yes,please sumit with this application WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and proms information as aapropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6118!02 STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 in addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent, including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Departrient of Public Works,a pre-construction topographical survey. 5. Any significant chvironmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming pools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual applications. I HEREBY CERTIFY THAALL INFO O R VIDED WITH THIS APPLICATION IS CO SIGNATURE OF OWNER DATE. PC,%,. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND. CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE ISSUANCE OF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRE AND THAT THE P S UPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS ',SQUIRED. SIGNATURE OF CONTRACTOR DATE ,3 ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME G .!f /J 111e 11 !'61 Pe& e iC G MAILING ADDRESS C PO /Y� PHONE 'f-O Y�Z-4�6---�54' FAx �Dy^Z�6"9��� E-MAIL Qe-e-1, eV CV Fe`/1� Je-� SWORN AND SUBSCRIBED-BEFORE ME THIS DAY OF 4t ItZo 2— STATE STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATUREAv� Lauld 31 vada AS TO OWNER: Ej'-P�ersonally known _ ` Oaon#DD053017 o a Eaplres Oct 1z 2005 ❑ Produced identification BMW Theo Type of identification produced ►►i+� Afl C-, AS TO CONTRACTOR: ersonally known ❑ Produced identification Type of identification produced 6/18/02 Doerr, Sonya From: Doerr, Sonya Sent: Monday, January 06, 2003 12:58 PM To: 'KMD@north-beach.com' Cc: Kosoy, Robert; Kaluzniak, Donna; Ford, Don Subject: Sones Seminole Road Condos Kevin, I checked with Bob Kosoy and Donna Kaluzniak. We have each approved the site plan and paving/drainage plans, as appropriate. As I told you by earlier e-mail, we do not issue site plan permits, so let me know if you want to a set of stamped plans. Construction plans for buildings and all development will, of course, have to be consistent with the approved site development plan. Sonya B.Doerr,AICP City of Atlantic Beach, Florida Community Development Director 904 247-5817 1 Doerr, Sonya From: Kosoy, Robert Sent: Friday, December 27, 2002 4:37 PM To: Ford, Don; Schlueter, Jennifer; Doerr, Sonya Cc: Showman, Lisa; Nodine, Phil Subject: Sone's Development on Seminole I have received a copy of their SJRWMD permit and I believe this was my only outstanding concern. We can now approve their submittal. 1 6FC;L-aw A;-&" 3EP 2 4 2002 City of Atlantic Beach Building and Zoning rj o A 'P City of Atlantic Beach • 800 Seminole Road •Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 • FAX (904)247-5805 • http://www/ci.atlantic-beach.fLus (� � s zg..AO_4tBUILDING PERMIT APPLICATION2. -j ro FOR SINGLE FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTIOffQeC,0rc( G�rcua' Ci (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS b $;Abm;�{ tv AND ALTERATIONS, MOVING OR DEMOLITION) 0 qv-*�oCAP �f r `i►wt sta�Qlo�¢. /� �° �orci•S�f•5�•�` JOB ADDRESS x'030 l /�edeii f'1 Ve. DATE APPLICANT 42Ce011 /OotliPeYarzl Aey,1_1g j rife, ADDRESS 6.0 zlG'eU/I Ao le 1/!1!`d, #/ PHONE: LEGAL DESCRIPTION: •UAr'i WUNMER --- LOT NUM0ERSfYP-7e4 ZONING DISTRICT �trL CONTRACTOR VL c i/j �laf��✓Q!`c� ��;/Se to <�f mitt. STATE LICENSE NUMBER GdC 7_0e-z 3 ADDRESS 60 OG--Iall PHONE Z4�d- 9693 ',I:TY ALLem TSG gedG h STATE _ z[p `�-33 FAX DESCRIBE PROPOSED USE AND WORK TO BE DON '/ i alevelD A-,47 i iA G !2� iI'I�U o eel, IL PRESENT USE OF LAND OR BUILDING(S) ✓O ' ' ,� fQ/'J GI VALUATION OF PROPOSED CONSTRUCTION Is this an addition? D If yes,what are the dimensions of the added space: �r� _feet by �/� feet Will the added area be heated and cooled? IVA New electrical or increase in service? ✓Lm New plumbing fixtures? /''1A New fireplace? � New heating/air conditioning? Is approval or Homeowner's Association or other private entity required?_ If yes,please sut}mit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? iNO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Departrnent of 6/18/02Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach,FL 32233 Telephone:(904)247-5826 in addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent, including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. S. Any significant chvironmental features,including any jurisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming oapy be excluded from total Impervious Surface.) 7. Other information as may be appropriate for individ li ons. I HEREBY CERTIFY THAT ALL ORMATION P O E WITH THIS APPLICATION IS CO; SIGNATURE OF OWNER "— DATE. Ov I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND. CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTANDLTEHAT ftISSU)�COF PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT ANPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS ',SQUIRED. SIGNATURE OF CONTRACTOR DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING TMS APPLICATION (PLEASE PRINT) NAME G 1/1e U /_6/ MAILING ADDRESS PHONE FAX E-MAIL De-e4144eV242sal �1� SWORN AND SUBSCRIBED BEFORE ME TffiS DAY OFh av 'o STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE �� ��U�✓`�`' P�i AS TO OWNER: _ mon#W 063017 Personally known .*s .o IixpltEs OCt.12,2006 ❑ Produced identification '+� Banded That Type of identification produced '� �► ,AtIontia D AS TO CONTRACTOR: Personally known ❑ Produced identification Type of identification produced 6/18/02 t a Stormwater Calculations for Beaches Avenue Condominiums on Seminole Road Atlantic Beach, Florida Prepared for: St. Johns River Water Management District 7775 Baymeadows Way, Suite 102 Jacksonville, F1. 32256 (904) 730-6270 Prepared by: North Beach Engineering, Inc. 1723 Penman Road Jacksonville Beach, Fl. 32250 (904) 249-1255 September 6, 2002 4 M Stormwater Calculations for Beaches Avenue Condominiums on Seminole Road Atlantic Beach, Florida Prepared for: St. Johns River Water Management District 7775 Baymeadows Way, Suite 102 Jacksonville, FI. 32256 (904) 730-6270 Prepared by: North Beach Engineering, Inc. 1723 Penman Road Jacksonville Beach, Fl. 32250 (904) 249-1255 September 6, 2002 t TABLE OF CONTENTS PREFACE 1 PROJECT LOCATION MAP 2 FLOOD MAP 3 QUAD MAP 4 SOILS MAP 5-7 DRY DETENTION AREA PRE-DEVELOPMENT 8 POST-DEVELOPMENT 9 DRY DETENTION REQUIREMENTS 10-12 PRE vs. POST 13 OUTFALL 14 APPENDIX A- TABLES 15-18 APPENDIX B - ICPR INPUT 19-21 MEAN ANNUAL STORM 22-27 ` = 38 U S COAST GUARD STATION �^ � GOIF Co.,• Q � �OAkMl11 s Sr EOSUN AV MDAIE AVE SEMINOLE Rp` c n BEACH MAY RT EVERSMF NAVA TATION c e W � tow nns AVE�\ W 32227 0. F1Reg y ui Ele Schi 247 C`I X38� � c K•tllyrin• A/bb• 0 o W • •�� dark - Q0� O 5 a - a PD`�♦M c►ZONE OR ►1 R =a«=�� Fe « YcLT DR o Ed,� �Ot' DR >r MANHATTAN Z j • X!c ST F P E�E BEACH —If1tam �i � ci AN r F. FER R = s� Ma��ppp.r y EIeFN Sc M NSW 227RD !RO Jso VIC g OETN �• C. occ2 m'oes� KA"F C .e rSa."'.c �F VEAIA 4 �' ` «� ci;a=sVj i UAO YEN aQci�uci�0 4« < _ ar g t c GN4 N sp; ou Sa'M W /ANCAC\\^\'\/\\\ e n -« `l CIA 11LT .----_- g UNIX NNTON E - Alu Y LA1101N6 D PROJECT - e 1 P C1 LOCATION �� rnilEu , ,tYR, y �i•H 8 rs n>•rr Mot irKSc/ u v 3EWACr won cove mwau COVE Cry MARINA2,;" 3 cT W rr WLM COW CI Is tYN10N COY!CT[ Z /'+ lj -y -•v G U • �� MlEF90N OR 2 nVr Y S ►�ff•Mu����00_RR > OR IA s 323 e F N Rwoao 0115 r M* ¢ > 3 d F'1 .0 Y C R N r; Golf Cour•• _ fr DOR N $EIVAµA3W r > W W c < O qr. cLEARV W PARK a O BUl s s o s > w y DI ARD W on N AVE p o 0 i u CHURCHD Rv LL s� EYWS S7 iMMD F m x . ST A iT ST urM O Y yt h r EDGAR AN or D T ALTER AO UCK i t v .RD `E ARO A "� ATLANTIC a M L' s R 11TH ET t M " „ RJ KLN YT- STM ST�'E BEACH ... qp �0 0 � ..AZA ? ntM ti SONES BEACHES AVENUE CONDOMINIUMS PROJECT LOCATION SCALE - N.T.S. I OCEAN WALK DRIVE SOUTH II NOFITE I j n DUNA SELVA VISTA 4I COURT MADERA?OrN COURT GARDEN 110 LANE �REEr I I6 ZONE X 1 L—jo< u PROJECT cc LOCATION `;p_ 18TH STREET F \\ W 2 I Q DALE O be LANE \\ V = m 1 a / V I �rURIgA Golf Cert DRIVE Bridge In n W . . SONES BEACHES AVENUE CONDOMINIUMS FEMA FLOOD ZONE MAP PANEL #120075 0001 D SCALE - 1 : 500 1 t - -' r� Cr �� ; 38 =e o Beck ra.wr / o 7 _ u o ,coW Island /38 :Water ••O �o T 1 S — •._ Tanks - - -/�� �— `..,T 2 S - Op✓ O ►ood Trailer , o III — i • l� �o _ ,SER J ' rile• .o'• .Ir n .......... Manhattan Beach lot J U r - df�`n - ' 1, ....:... \ } SKER 111 'uJZ11 it� II Oa -YRSONVILLE CO odesky ge =k�•.• Park ••ois sal n I - _ � f i \PROJECT 7 \t� r 'le .• LOCATION $ o .. Golf Co rse ` � .,•j trailer , S a arina .r` , Co t Cfub 1k�~ _ r = Donner .�. = % • .� ro x ...j.... •"� //. ESY�-, R 1 N=d��• /fl •`�• �. t ITN 8 .� ^ •� ii 1 opks _o ` a k - Y •iii ii II, I .I .� � , �. �, �� BM II n zU I I 'r, @-� - IAF 6.�� J{. ?t� • _� s „ i e ' SONES BEACHES AVENUE CONDOMINIUMS JACKSONVILLE BEACH QUADRANGLE SCALE - 1 : 24 000 ffi u l^ � ,ice � moi' ,1 �,4 ;+\t+ 4I�+ ��•. ? f �{ � `!1..�. T ..,./�--mow•' rim -40 1-7 AA io 1. AVENUE SONES r ► scs SOILS MAP SCALE- 1 r 000 ;a City of Jacksonville, Duval County, Florida 191 Table 16.-Physical and Chemical Properties of the Soils (The symbol < means less than; > means more thaw. Entries under 'Erosion factors--T" apply to the entire profile. Entries under "Wind erodibility group" and "Organic matter* apply only to the surface layer. Absence of an entry indicates that data were not available or were not estimated) I I I I I I I I I ErosionlWind I Soil name and IDepthlClay I Moist I Permea- IAvailablel Soil ISalinityl Shrink- I factorslerodi-(Organic map symbol I I I bulk I bility I water Ireactionl I swell I I Ibilityl matter I I I density I Icapacity I I Ipotential I K I T Ioro= I I In I Pct I g/cc I In/hr I In/in I 2H Immhos/cml I I I I Pct I I I I I I I I I I 1 1 2----------------1 0-501 1-1011.40-1.551 6.0-20 10.02-0.0413.6-6.5 1 <2 ILow-------10.101 5 1 1 1 1-3 Albany 150-631 1-2011.50-1.701 0.6-2.0 10.08-0.1013.6-6.5 1 <2 ILow-------10.201 1 1 163-80113-3511.55-1.651 0.2-2.0 10.10-0.1613.6-6.5 1 <2 ILow-------10.241 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6----------------1 0-801 1-3 11.50-1.651 6.0-2.0 10.03-0.0514.5-7.3 1 <2 ILow-------10.101 5 1 2 1 <.5 Aquic I I I I I I I I I I I I Quartzipsam- l I I I I I I I I I I I menta I I I I I I I I I I I I I I I I I I I I I I I I 7----------------1 0-801 1 1 1 1 1 1 1 1 1 1 Arents I I I I I I I I I I I I 9----------------1 0-241 2-8 11.45-1.651 2.0-20 10.02-0.0814.5-7.8 1 <2 ILow-------10:171 5 1 2 1 <3 Arents 124-801 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 10•--------------1 0-6 1 0-1 11.35-1.851 6.0-20 10.03-0.0515.1-7.8 1 4-32 ILow-------10.051 5 1 1 1 0-.1 Beaches 1 6-801 0-1 11.35-1.851 6.0-20 10.03-0.0515.1-7.8 1 4-32 ILow-------10.051 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12---------------1 0-541 1-7 11.30-1.601 6.0-20 10.03-0.0714.5-6.0 1 <2 ILow-------10.101 5 1 1 1 .5-3 Blanton 154-80112-4011.60-1.701 0.2-2.0 10.10-0.1514.5-5.5 1 <2 ILow-------10.201 1 1 14---------------1 0-6 1 1-7 11.30-1.551 6.0-20 10.10-0.1513.6-6.0 1 <2 ILow-------10.101 5 1 1 1 1-5 Boulogne 1 6-161 1-8 11.50-1.651 2.0-6.0 10.10-0.1513.6-6.0 1 <2 1Low-------10.201 1 1 116-311 1-4 11.50-1.701 6.0-20 10.05-0.1013.6-6.0 1 <2 lLow-------10.101 1 1 131-391 1-1211.50-1.701 0.2-2.0 10.10-0.2513.6-6.0 1 <2 ILow-------10.241 1 1 139-801 1-1211.40-1.7010.06-0.2 10.10-0.2013.6-6.0 1 <2 ILow-------10.201 1 1 18---------------1 0-801 0-3 11.60-1.701 >20 10.01-0.0315.6-7.8 1 0 [Low-------10.101 5 1 1 1 0-.5 Corolla I I I I I I I I I I I I I I I I I I I I I I I I 19---------------1 0-391 1-1511.30-1.551 6.0->20 10.02-0.0513.6-5.5 1 <2 ILow-------10.10 5 1 2 1 0-6 Cornelia 139-801 1-1511.45-1.601 6.0->20 10.05-0.1013.6-5.5 1 <2 1LOW-------10.171 I I I I I I I I I I I I I I 22*: I I I I I I I I I I I I Evergreen-------1 0-111 --- 10.20-0.401 >20 10.25-0.4013.6-5.5 1 <2 ILow-------I----1 5 1 8 1 60-90 111-261 1-8 11.40-1.701 6.0-20 10.10-0.2013.6-5.5 1 <2 ILow-------10.101 1 1 126-801 1-5 11.50-1.651 0.2-20 10.10-0.2513.6-5.5 1 <2 ILow-------10.101 1 1 I I I I I I I I I I I I Wesconnett------1 0-2 1 2-7 11.10-1.301 6.0-20 10.15-0.3013.6-6.5 1 <2 ILow-------10.101 5 1 8 1 10-20 1 2-321 3-8 11.30-1.551 0.6-6.0 10.10-0.1513.6-6.5 1 <2 ILow-------10.151 1 1 132-441 2-7 11.35-1.501 6.0-20 10.05-0.0813.6-6.5 1 <2 ILow-------10.101 1 1 144-801 2-8 11.40-1.651 0.2-6.0 10.10-0.1513.6-6.5 1 <2 ILow-------10.151 1 1 I I I I I I I I I I I I 23;: I I I I I I I I I I I I Fripp-----------1 0-6 1 0-5 11.30-1.701 6.0->20 10.02-0.0815.1-7.8 1 <2 ILow-------10.10 5 1 1 1 <1 1 6-801 0-5 11.30-1.701 6.0->20 10.01-0.0315.6-7.8 1 <2 ILow-------10.101 1 1 I I I I I I I I I I I I Corolla---------1 0-801 0-3 11.60-1.701 >20 10.01-0.0315.6-7.8 1 0 ILow-------10.101 5 1 1 1 0-.5 I 1 I I I I I I I I I I 24•: I I I I I I I I I I I I Hurricane-------1 0-5 1 1-4 11.40-1.601 6.0-20 10.03-0.0713.6-6.0 1 0 ILow-------10.101 5 1 2 l 5-2 1 5-681 1-4 11.40-1.601 6.0-20 10.03-0.0713.6-6.0 1 0 ILow-------10.101 1 1 168-771 2-8 11.55-1.651 2.0-20 10.10-0.1513.6-6.0 1 0 ILow-------10.151 1 1 177-801 1-4 11.40-1.601 2.0-20 10.03-0.1013.6-6.0 1 0 ILow-------10.101 I I I I I I I I I I I I I i See footnote at end of table. 6 Table 17.—Soil and Nater Features �p ("Flooding" and "water table" and terms such as "rare,- •brief,• and -apparent" are explained in the text. The symbol < means C1 less than, > means more than. Absence of an entry indicates that the feature is not a concern or that data were not estimated) I I Flooding I High water table (Cemented Dani Subsidencel Risk of corrosion Soil name and { Hydro- I I { I I I I I I I I I map symbol { logic I Frequency I Duration INonths I Depth I Rind INonths IDepth{Thick-11ni- ITotal{uncoated {Concrete I group I I ' I I I I I I noes I tial) I steel I I I I I I st I I I In I I In I In I I I I I I I I I I I i I I I 2-----------------I C (None--------I --- I --- 11.0-2.51ApparentlJan-Octl --- I --- I --- I --- IHigh-----IHigh. Albany I I I I I I I I I I I I I I I I I I I I I I I I I I 6-----------------I A INone--------I -=- I --- (1.5-6.O(ApparentlJan-Oct1 --- I --- I --- I --- (Low------IHigh. Aquic I I I I I I I I I I I I I Quart:ipsammantal I I I I I I I I 1 I I 1 I I I I I I I I ! I I I I 7-----------------I C INone--------I --- I --- 11.5-3.01Apparent(Jan-Octl --- I --- I --- I --- IHigh-----INoderate. Arents I I I 1 I I I I I I I I I I i I I I I I I I I I I I 9-----------------I B lHone--------I --- I --- 12.0-4.0lApparent IJan-Oct I --- I --- 15-10112-36IHigh-----IHigh. Amts I I I I i I I I I I I I I 10•---------------I D (Frequent----(Very brieflJan-Decl 0-6.OlApparentlJan-Decl --- I --- I --- I --- IHigh-----IHigh. -� Beaches 1 { I { I { { I I 1 I I { I I I I i I I I I I I I I 12----------------I A INone--------I --- I --- 13.5-6.OlApparantlJan-Octl --- I --- I --- I --- IHigh-----lHigh. Blanton { 1 1 1 { I { { 1 1 { { { 14----------------I B/D INone--------I --- I --- 10.5-1.5lApparantlJan-Oct) 60 IThick I --- I --- IHigh-----IHigh. Boulogne { I I I { { { I I I { I 1 18----------------I D lRare--------I --- I --- 11.5-3.5lApparentlJan-octl --- I --- I --- I --- ILow------ILow. Corolla I 1 1 1 I I I { I { I { I I I I I I I I I I I I I I Nona-------- 19---------------- I I I --- I --- I >6.0 I --- I --- I --- I --- I --- I --- ILow------IHigh. ]1 Cornelia 1 I { I I I I { I I I I I I I I I I I I I I I I I I 22•: Evergreen--------1 D INone--------I ^-- I --- 1 +2-0 (ApparentlJan-Dec{ --- I --- 1 2-6 1 8-111High-----lHigh. I I I I I I Naeconnatt-------1 D {None--------) --- 1 -^- 1 +2-0 {Apparent1 Jan-Dec --- --- 1 I I --- I --- INoderate IHigh. I I I i I I I 1 I i t I I 23• I I I I I I I I I I I I I Fripp------------I A INone--------I --- I --- 1 >6.0 1 --- I --- I --- I --- I --- I --- ILow------ILow. I I I I I I I I I I I I I Corolla----------I D lRare--------I --- I --- 11.5-3.OlApparentlJan-Octl --- I --- I --- I --- [Low------ILow. o 24•: I l I I I I I I I I I I ( = Hurricane--------I C INone--------I --- I --- 12.0-3.5lApparentlJan-octl --- I --- I -^- I --- ILow------INoderate. C I I I I I I I I I I I I I Ridgewood--------I C INone--------I --- I --- 12.0-3.SlApparentlJan-oat) --- I --- I --- I --- ILow------IHigh. See footnote at end of table. Pre-Development Analysis for Pond For pre-development drainage analysis purpose, only the project area was considered for drainage analysis. Pre-Development Conditions Time of Concentration (Tc) Tc, —Overland Flow- L= 165 ft. V= 0.55 fps Tc1 =5.00 min. Therefore, T,, =20.0 min. minimum Project Drainage Areas Total Drainage Area = 0.51 Ac. Impervious= 0.09 Ac. Pervious = 0.42 Ac. Offsite Drainage Areas Not Applicable. Roadway Drainage Areas Not Applicable. Curve Number(CN) Impervious CN = 98 Pervious Areas Soil Type B/D Pervious CN = 77(TR-55—Woods-Good Condition -See Appendix A) Pre-1 Composite Curve Number= [(0.09*98)+(0.42*77)]/0.51 = 81 CN = 81 V Post-Development Analysis for Pond For post-development drainage analysis purpose, only the project area was considered for drainage analysis. Post-Development Conditions Time of Concentration (Tc) T,— Pavement Flow—L=228 ft. V= 2.5 fps T= 1.52 min. Therefore, T,= 10.00 min. minimum Project Drainage Areas Total Drainage Area = 0.51 Ac Impervious = 0.30 Ac. Pervious = 0.21 Ac. Offsite Drainage Areas Not Applicable. Roadway Drainage Areas Not Applicable. Curve Number(CN) Impervious Areas Impervious CN = 98 Pervious Areas Soil Type B/D Pervious CN=77 (same as Pre-Development) Max. Composite Curve Number= [(0.30*98)+(0.21*77)]/0.51 = 89 CN = 89 -1 Dry Detention Requirements The next few pages illustrate how the proposed pond exceeds the St. Johns River Water Management District's requirements for dry detention design in the areas of treatment volume and recovery time. 10 9/6!2002 M.W.JONES Beaches Avenue Condominiums Seminole Road,Atlantic Beach,Florida TREATMENT VOLUME CALCULATIONS FOR DRY DETENTION ON-LINE DRAINAGE AREA= 0.51 AC AREA IMPERVIOUS= 0.30 AC THE PROPOSED DRY DETENTION POND SYSTEM HAS THE FOLLOWING STAGE-STORAGE RELATIONSHIP: ACRE STAGE STORAGE ELEVATION AC-FT DRY POND 0.02 0.00 7.25 0.00 BOTTOM 0.021 0.00 7.25 0.00 TOB 0.021 4.00 11.25 0.0840 1 TREATMENT VOLUME REQUIRED: a. 1"OVER AREA =(TOTAL AREA)*(1 INCH)1(121N/FT) 0.043 AC-FT b. 2.&'*IMPERVIOUS AREA =(IMPERVIOUS AREA)*(2.51N)/(121N/FT) 0.063 AC-FT TREATMENT VOLUME REQUIRED: 0.063 AC-FT 2772.5 C.F. 2 SET WEIR ELEVATION WEIR ELEVATION= __ 1(TOB(EL)-NWL(EL)) 1*(TV(AC-FT)) + NWL(EL) 10.23 FT [STORAGE(TOB)-STORAGE(NWL)] WEIR ELEVATION= 10.23 FT 3 SIZING THE ORIFICE Q=TREATMENT VOLUME/(2'24 HOURS*3600 SEC/HR) 0.016 CFS h(1)=TREATMENT VOL. DEPTH =WEIR ELEV.-NWL ELEV. = 2.98 FT h(2)=STAGE 0 HALF T.V. =[(T.V. *0.5YSTORAGE ABOVE NWL)]+(TOB-NWL)+NWL 1.49 FT h=(h(1)+h(2))/2 2.23 FT AREA= Q/(0.6*(2.32.2'h)"% 0.00 SF DIAMETER= (4*AREA/PI)A% 005 FT Drybon Page 1 of 2 0.63 IN 11 9/6/2002 M.W.JONES Beaches Avenue Condominiums Seminole Road,Atlantic Beach, Florida TREATMENT VOLUME CALCULATIONS FOR DRY DETENTION ON-LINE TRIAL 2 -ADJUST h TO FLOWLINE OF ORIFICE FLOWLINE ELEV=NWL+DIAMETER/2 = 7.28 h(1)=TREATMENT VOL.DEPTH =WEIR ELEV.-FLOWLINE ELEV. = 2.95 h(2)=STAGE®HALF T.V. =[(T.V.•0.5)/STORAGE ABOVE NWL)J+(TOB-NWL)+NWL 1.46 h=(h(1)+h(2))/2 2.21 AREA= 0/(0.6'(2"32.2"h)^'r4 0.00 SF DIAMETER= (4'AREA/PI)A% 0.05 FT 0.64 IN FLOWLINE ELEV=NWL+DIAMETER/2 = 7.28 7.28 VS 7.28 DIFFERENCE IS ACCEPTABLE. ORIFICE DIAMETER= 0.64 IN. CENTER LINE ORIFICE ELEV.= 7.28 FT ORIFICE INV.ELEV. 1 7.25 it DryDon Page 2 of 2 Z- Hydraulic Analysis System Analysis Now that all of the treatment requirements for the dry detention pond have been met, as set forth by the St. Johns River Water Management District, it must be sized for the attenuation of certain design storms(.e. pre-post analysis). Attenuation of runoff will be accomplished by sizing the rectangular weir such that the peak outflow from the pond is less than the peak pre- development outflow for the same storm. Software Information Streamline Technologies ICPR 2.1 was applied in the hydraulic analysis of the dry retention pond. ICPR was used to make a detailed model of the entire outfall and attenuation system. A model was created in order to see the affect of the Mean storm on the pond system. The systems include the drainage system,the pond, and the weir. ICPR Analysis for Mean Annual Pre-Development Peak Runoff Hydrograph The required input parameters for the pre-development hydrograph were determined in the pre-development conditions portion of this report. These parameters for Pre-1 are the Time of Concentration (20.00 min.), Drainage Area (0.51 Ac.), and Curve Number (81). The storm model used for the hydrograph is the SCS Type II Modified 323. Lastly, from the SJRWMD Technical Publication SJ91-3, the total rainfall for the mean annual storm is 5.20 inches. The mean annual storm, all of this data Culminates in a peak runoff for the above drainage area of 0.96 cis(see Appendix B for a printout of results). Post-Development Peak Runoff Hydrograph The first step in modeling the post-development system is to determine the post- development peak runoff with a hydrograph. The same parameters as were used in the pre- development hydrograph are used here; the quantities however, reflect the post-development conditions. These quantities for Post are the Time of Concentration (10.00 min.), Drainage Area (0.51 Ac.), and Curve Number(89). The storm model used for the hydrograph is the SCS Type 11 Modified 484. The total rainfall is also again the same as the pre,5.20 inches. The mean annual storm, all of this data culminates in a peak runoff of 1.72 cfs, respectively (see Appendix B for a printout of results). Results for Mears Annual Storm The FLMOD storm results in a total peak post-development runoff rate of 0.92 which is less than the total pre-development peak of 0.98 cis. The maximum stage in the pond is 11.01. A printout of the output from this analysis can be found in Appendix B. 13 Outfall The outfall control structure for the pond will be a Modred FDOT Type "C° Inlet with a 0.4-foot weir at elevation 10.23. APPENDIX A � i�`�e�m�6 i�����i9�o vp f lip��� ��6��i� i���!�ym��"� i !,� y�,. -:'„�., I� �II���11 ~��h�'�i���Ip��Ilq Y�.. I � �„��E9��g ..,;•i �a � �3b�ui;illi! i � Imw G� nu ” ea6 �IIIII� '�' meo�'� ■ �mn i •m1 Ilii u000 ��i.o� milll ��� � ,■ �� �� I . lid I iii��oln ii ii i �iii�� Tahle a.—Runoff cure numhert for urhan areasl Cat-'u numhow- („r l'I,irr Ilrxrilttilln h Ilruiutr+ic �•al �-;7,u,►— it'erige percent Cover type .nd hydrologic condition impervious area: ?, B C D Pally dtrrloped „rbua Iirrovi !regttativa esteblishrrii Open +pace (lawn.+. parks. gull cour . cemeteries. etc.)3: Poor condition igrawl curer < W.r) .............. 6d i9 86 :9 Fair condition (r.-w cover 3M. to 73x)........... 49 69 79 S4 Good condition Trac cover > 7 3rw) .............. 39 61 74 lid Impervious areas: Paved parking lots. roofs. driveways. etc. (excluding right-0f wiyL ......................... 98 98 98 98 Streets and roads: Paved: curbs and storm+ewers (excluding right-of-way).................................. 98 98 98 98 Paved: open ditches (including right-of-way) ....... 83 89 92 93 Gravel Wwhuiing right-of-way) ................... 76 83 89 91 Dirt (iineludin; right-of-way) ..................... 72 82 87 89 Western desert urban arras: N:IturAl desert landmping(pervious areas only?'... 63 77 $3 89 jr dficial desert landscaping(I ngwrvious weed barrier. desert :shrub with 1• to 2•inch stand ur strayl mulch and basin borders). .............. 9fi 96 96 90 I:Than dnstriax Commercial and businewt.......................... 85 89 91 94 95 Industrial........................................ 11 81 88 91 93 Residential districts by average lot sire: l:n acre or less (town houses)...................... 65 771 83 90 93 1:4 acre ......................................... 38 61 75 83 87 1.1 acre ......................................... 30 57 72 81 86 1:1 acre ......................................... 23 54 70 80 63 1 acre ........................................... 20 51 68 79 84 2 acres .......................................... 12 46 65 ;t 32 Dereloping urkit areal \ew•ly graded areas (pertiious a.-eas only, no vegetation)s............................ ....... 77 86 91 94 Idie lands (C-V's are determined using cover types similar to tho.-te in tabie 2.20. 'dverAwip runts cunditiun. ;std 77111r ai'"Wil' prnettt im1wrIillus: arra +heown x•ar u..evl to the cnminwite CN'+. (hhrr amumptinna are a., fulluw':,: imixrriow Arr:L* ar}Ilinitlt' t,rruxltr,l (u the ILainagr „v-stem, unpvr.•ilat. An•:Ir hav,•a l'N 11f 6111,:unl JR.rviIN,7•:u\•:4,4 ort ivnselrrwl e,iuitarnt In„IK n �j>w�. in ],•I■Ili hcdn,N,t:14 i,n14iiti+rn. l'\', fur%aUlt-r t„mhuattum•ul•:,-bloom• rna,v hr I„mputt,j using citron•La 111-214. '\'•`h"MR �>,•v,jurralvrtl Ur thilm. of uM.tun•. l',nn ■••nr('�'• Inas 1■• I,,,n rutl•d fill-u 'S'umj■.• 1 ! ! lhtrl+,mbnutlmR.-„f ul,rR -11wc,• t,nrl• t•••i■• Ill• ('\', fnr IlatW li /ir�l•R kIIISIM•al,utr: .hlluill I,rcrrmjrutl•I u,in¢ liL�urt:, 'I.3 nr •4 1,xwd un lh/• imjx•rvinu.• arra i■•rt,n +Y, WN y*1 anti the pen'kw, arra CN. int• j,rn•inu:•Arta ('N', AIV a-.umr11 I Iwivairnt t„ Ilrnor +hrih In 1■■n• hvlln,lnstic eunlhU,ln. 'l'uTi■nllr�'\'. to 11�.• fol' ;hr ✓1,71't of terra■rrwT1' '_.:: mva.•11n.• ,iurnu yrsllow anti c11n�lluctwn -hnulll or cnmjwirll u,inic r-iturc r,I, hw.�rll„rt tha d,-t;rrn• ,I rii•cl•iu}rme.^.t limprn lou, Aera In•rcr IL&L-r•.11141 mt• l'';*!. fur the nvwl}• lralr,l Ilrn•wur A7t:%. (210-VI•TP.•S5. Second Ed.. June 1986) 2.5 1`7 Tahie ':•2c.—Hunoff curse numbers fur other agricultural lands' Cur.-* nurrben for Cover de�criptiun hydrologic soil gr.c+up— Hydrologic Cover type condition A B C D Pasture. grassland. or rave—continuous Poor 68 79 86- i9 for,We for grazing.°. Fair 49 69 79 _ S4 Good 39 61 - 74- - n0 lieadow—continuous grass. protected from — 30. _ W. 71 7q grating and generally snowed for hay. Brush—brush-weed1rass mixture with brush Poor 48 67 77 83 the major element-3 Fair 33 36 70 Good .30, . . 4B . .._. Wood*--CrAu. combination (orchird Poor 37. _ 73 82 86 or tree farm).s Fair 43 63 76 8: Good 32 38 72 79 . - W ow&e - Poor 43 6e T7 83 Fair 36 68 73 79 r Good 430 33 70 Farmsteads—butldir4s. lanes. driveways. — 39 74 82 86 and surrounding lou. I At eragt mu eoralidaft.WWI. - 0..i. 111twsr7 -c ZM glvund cuter ur hwv0v Xru ml Aitb nu trt"- fil;w. Jo to 77i Xmnd tower and not hwvily XmwL ground rover awl IkWr ur Imh omwiugwAy XrmKL y 1110/+- a'An g mu=l my er. Fit;,- .i0 to 73% gmwnd wvvr. ri.wrl: >i, Xrvurul a er. 'utwd curve nurgber!a twlr than W.wr CIN -:lV fur ru1xtE czn?4lutrti+nu. '('X's Ausun vrrrtr algmtwl for wvw with Un AAnalr wx):Ar: i►riw(lastur)ruvt-r. (Xhrr cumhinathim of onubtilmr nun• lle olinillit-1 hist the C*%'1,Air wuldr and luwture. 1•',Irtixt litter. ,,n%B uwp. wul brwlh am(k-4t.mkvvti M• heav;v grazing or regular burning. fiow. Wutx6 an Xraml but rot bwrtrd. aM wff* fun-t litter mvixt the xuil. (;,mal: Wuv6 art• pmLected from grazing.and litter wul brurh uieeluawly cover tho roil. (210-VI-TR-55. Secoiind Ed.. June 1986) -' 1P7 APPENDIX B r ICPR INPUT Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) (1] Copyright 1995, Streamline Technologies, Inc. Beaches Avenue Condos 09/06/02 x+x++x++++ Input Report x+x++++x++x+++++++xx+xx++x+x++++xxx+++xxxx++++x++x++++x+ --------Class: Node------------------------------------------------------------- Name; BNDY Base Flow(cfs) : 0 Init Stage(ft) : 7.02 Group: BASE Warn Stage(ft) : 11.25 Comment: Existing Ditch Time(hrs) Stage(ft) 0 7.02 1000 11.25 --------Class: Node------------------------------------------------------------- Name: POND Base Flow(cfs) : 0 Init Stage(ft) : 7.25 Group: BASE Warn Stage(ft) : 11.25 Comment: Pond Stage(ft) Area(ac) 7.25 0.021 11.25 0.021 --------Class: Weir------------------------------------------------------------- Name: WEIR From Node: POND Group: BASE To Node: BNDY Count: 1 Type: Mavis Flow: Both Geometry: Trapezoidal Bottom Width(ft) : 0.4 Left Side Slope(h/v) : 0 Right Side Slope(h/v) : 0 Invert(ft) : 10.23 Control Elev(ft) : 10.23 StructOpeningDim(ft) : 999 TABLE Bottom Clip(ft) : 0 Top Clip(ft) : 0 Weir Discharge Coef: 3.3 Orifice Discharge Coef: 0.6 zl MEAN ANNUAL STORM EVENT Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) (1] Copyright 1995, Streamline Technologies, Inc. Beaches Avenue Condos 09/06/02 +++■++++++ Basin Summary - MEAN +++++++++++++++++++.+++++++++++++++++++*+++++*•+ -------------------------------------------------------------------------------- +++ Basin Name: PRE-1 POST Group Name: BASE BASE Node Name: XXX POND Hydrograph Type: UH UH Unit Hydrograph: UH323 UH484 Peaking Factor: 323.00 484.00 Spec Time Inc (min) : 2.67 1.33 Comp Time Inc (min) : 2.67 1.33 Rainfall File: FLMOD FLMOD Rainfall Amount (in) : 5.20 5.20 Storm Duration (hr) : 24.00 24.00 Status: ONSITE ONSITE Time of Conc. (min) : 20.00 10.00 Lag Time (hr) : 0.00 0.00 Area (acres) : 0.51 0.51 Vol of Unit Hyd (in) : 1.00 1.00 Curve Number: 81.00 89.00 DCIA W : 0.00 0.00 Time Max (hrs) : 12.13 12.02 Flow Max (cfs) : 0.96 1.72 Runoff Volume (in) : 3.16 3.96 Runoff Volume (cf) : 5858 7328 23 Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [1] Copyright 1995, Streamline Technologies, Inc. Beaches Avenue Condos 09/06/02 +++++++++ Link Maximum Conditions - MEAN (Time units - hours) Link Group Max Time Max Flow Max Delta Q Max Time Max US Stage Max Time Max DS Stage Name Name Flow (cfs) (cfs) U/S Stage (ft) DIS Stage (ft) ---------------------------------------------------------------------------------------------------------- WEIR BASE 12.23 0.92 -0.00 12.23 11.01 40.02 7.19 Z� Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) [1] Copyright 1995, Streamline Technologies, Inc. Beaches Avenue Condos 09/06/02 ++++++++++ Node Maximum Conditions - MEAN (Time units - hours) Node Group Max Time Max Stage Warning Max Delta Max Surface Max Time Max Inflow Max Time Max Outflow Name Name Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow (cfs) ----------—------------------------------------------------------------------------------------------------—-------------- BNDY BASE 40.02 7.19 11.25 0.0004 0.00 12.23 0.92 0.00 0.00 POND BASE 12.23 11.01 11.25 0.0009 914.76 12.00 1.72 12.23 0.92 t Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) (1] Copyright 1995, Streamline Technologies, Inc. Beaches Avenue Condos 09/06/02 *+««+««««« Node Time Series by Node - MEAN «+++«««««««««+«++«++++«««+«««++«««««««««««««++«««++««+«+++«++««« j<----------------Inflow---------------->1 Link Cumulative Cumulative Time Stage Surface Base Q Onsite Offsite Bndry Q Link Q Outflow Volume In Volume Out (hrs) (ft) Ar. (ac) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (ac.ft) (ac.ft) ---------------------------------------------------------------------------------------------------------- *** Group: BASE Node: BNDY 11.000 7.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.0000 11.034 7.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.0000 11.117 7.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.0000 11.201 7.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.0000 11.284 7.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.0000 11.367 7.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.0000 11.451 7.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.0000 11.533 7.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.0000 11.617 7.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.0000 11.700 7.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.0000 11.783 7.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.0000 11.867 7.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.0000 11.950 7.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 0.0000 12.033 7.07 0.00 0.00 0.00 0.00 0.00 0.31 0.00 0.0011 0.0000 12.117 7.07 0.00 0.00 0.00 0.00 0.00 0.74 0.00 0.0047 0.0000 12.200 7.07 0.00 0.00 0.00 0.00 0.00 0.91 0.00 0.0104 0.0000 12.285 7.07 0.00 0.00 0.00 0.00 0.00 0.89 0.00 0.0166 0.0000 12.367 7.07 0.00 0.00 0.00 0.00 0.00 0.80 0.00 0.0223 0.0000 12.450 7.07 0.00 0.00 0.00 0.00 0.00 0.69 0.00 0.0275 0.0000 12.534 7.07 0.00 0.00 0.00 0.00 0.00 0.57 0.00 0.0319 0.0000 12.617 7.07 0.00 0.00 0.00 0.00 0.00 0.48 0.00 0.0355 0.0000 12.700 7.07 0.00 0.00 0.00 0.00 0.00 0.41 0.00 0.0385 0.0000 12.784 7.07 0.00 0.00 0.00 0.00 0.00 0.34 0.00 0.0411 0.0000 12.867 7.07 0.00 0.00 0.00 0.00 0.00 0.30 0.00 0.0433 0.0000 12.950 7.07 0.00 0.00 0.00 0.00 0.00 0.26 0.00 0.0452 0.0000 13.034 7.08 0.00 0.00 0.00 0.00 0.00 0.23 0.00 0.0470 0.0000 13.118 7.08 0.00 0.00 0.00 0.00 0.00 0.21 0.00 0.0485 0.0000 13.201 7.08 0.00 0.00 0.00 0.00 0.00 0.20 0.00 0.0499 0.0000 13.284 7.08 0.00 0.00 0.00 0.00 0.00 0.18 0.00 0.0512 0.0000 13.369 7.08 0.00 0.00 0.00 0.00 0.00 0.17 0.00 0.0524 0.0000 13.451 7.08 0.00 0.00 0.00 0.00 0.00 0.16 0.00 0.0535 0.0000 13.534 7.08 0.00 0.00 0.00 0.00 0.00 0.16 0.00 0.0546 0.0000 13.618 7.08 0.00 0.00 0.00 0.00 0.00 0.15 0.00 0.0557 0.0000 13.702 7.08 0.00 0.00 0.00 0.00 0.00 0.14 0.00 0.0567 0.0000 13.785 7.08 0.00 0.00 0.00 0.00 0.00 0.13 0.00 0.0577 0.0000 13.869 7.08 0.00 0.00 0.00 0.00 0.00 0.13 0.00 0.0586 0.0000 13.951 7.08 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.0594 0.0000 14.034 7.08 0.00 0.00 0.00 0.00 0.00 0.12 0.00 0.0603 0.0000 14.288 7.08 0.00 0.00 0.00 0.00 0.00 0.11 0.00 0.0627 0.0000 14.534 7.08 0.00 0.00 0.00 0.00 0.00 0.10 0.00 0.0648 0.0000 14.787 7.08 0.00 0.00 0.00 0.00 0.00 0.09 0.00 0.0669 0.0000 15.040 7.08 0.00 0.00 0.00 0.00 0.00 0.09 0.00 0.0687 0.0000 15.290 7.08 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.0705 0.0000 15.539 7.09 0.00 0.00 0.00 0.00 0.00 0.08 0.00 0.0721 0.0000 15.783 7.09 0.00 0.00 0.00 0.00 0.00 0.07 0.00 0.0737 0.0000 *** Group: BASE Node: POND 6 a Advanced Interconnected Channel & Pond Routing (ICPR Ver 2.20) (2] Copyright 1995, Streamline Technologies, Inc. Beaches Avenue Condos 09/06/02 ww+#+wwxww Node Time Series by Node - MEAN ++ww+++►++wwwww+www+wwwwrwww+ww+wwwwwwww+ww++ww++ww+ww+++www+ww+ <----------------Inflow----------------> Link Cumulative Cumulative Time Stage Surface Base Q Onsite Offsite Bndry Q Link Q Outflow Volume In Volume Out (hrs) (ft) Ar. (ac) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (ac.ft) (ac.ft) --------------------------------------------------------------------------------------------------------- 11.000 8.22 0.02 0.00 0.12 0.00 0.00 0.00 0.00 0.0204 0.0000 11.034 8.24 0.02 0.00 0.12 0.00 0.00 0.00 0.00 0.0207 0.0000 11.117 8.28 0.02 0.00 0.13 0.00 0.00 0.00 0.00 0.0216 0.0000 11.201 8.32 0.02 0.00 0.13 0.00 0.00 0.00 0.00 0.0224 0.0000 11.284 8.37 0.02 0.00 0.15 0.00 0.00 0.00 0.00 0.0234 0.0000 11.367 8.42 0.02 0.00 0.19 0.00 0.00 0.00 0.00 0.0246 0.0000 11.451 8.49 0.02 0.00 0.23 0.00 0.00 0.00 0.00 0.0260 0.0000 11.533 8.58 0.02 0.00 0.35 0.00 0.00 0.00 0.00 0.0280 0.0000 11.617 8.73 0.02 0.00 0.57 0.00 0.00 0.00 0.00 0.0312 0.0000 11.700 8.96 0.02 0.00 0.79 0.00 0.00 0.00 0.00 0.0359 0.0000 11.783 9.25 0.02 0.00 1.03 0.00 0.00 0.00 0.00 0.0422 0.0000 11.867 9.64 0.02 0.00 1.30 0.00 0.00 0.00 0.00 0.0502 0.0000 11.950 10.10 0.02 0.00 1.56 0.00 0.00 0.00 0.00 0.0601 0.0000 12.033 10.61 0.02 0.00 1.60 0.00 0.00 0.00 0.31 0.0709 0.0011 12.117 10.91 0.02 0.00 1.30 0.00 0.00 0.00 0.74 0.0809 0.0047 12.200 11.01 0.02 0.00 1.01 0.00 0.00 0.00 0.91 0.0889 0.0104 12.285 11.00 0.02 0.00 0.77 0.00 0.00 0.00 0.89 0.0950 0.0166 12.367 10.95 0.02 0.00 0.62 0.00 0.00 0.00 0.80 0.0997 0.0223 12.450 10.88 0.02 0.00 0.47 0.00 0.00 0.00 0.69 0.1035 0.0275 12.534 10.80 0.02 0.00 0.36 0.00 0.00 0.00 0.57 0.1063 0.0319 12.617 10.74 0.02 0.00 0.30 0.00 0.00 0.00 0.48 0.1086 0.0355 12.700 10.69 0.02 0.00 0.25 0.00 0.00 0.00 0.41 0.1105 0.0385 12.784 10.64 0.02 0.00 0.21 0.00 0.00 0.00 0.34 0.1121 0.0411 12.867 10.60 0.02 0.00 0.20 0.00 0.00 0.00 0.30 0.1135 0.0433 12.950 10.57 0.02 0.00 0.18 0.00 0.00 0.00 0.26 0.1148 0.0452 13.034 10.55 0.02 0.00 0.17 0.00 0.00 0.00 0.23 0.1160 0.0470 13.118 10.53 0.02 0.00 0.16 0.00 0.00 0.00 0.21 0.1172 0.0485 13.201 10.51 0.02 0.00 0.15 0.00 0.00 0.00 0.20 0.1182 0.0499 13.284 10.50 0.02 0.00 0.14 0.00 0.00 0.00 0.18 0.1192 0.0512 13.369 10.48 0.02 0.00 0.14 0.00 0.00 0.00 0.17 0.1202 0.0524 13.451 10.48 0.02 0.00 0.14 0.00 0.00 0.00 0.16 0.1212 0.0535 13.534 10.47 0.02 0.00 0.14 0.00 0.00 0.00 0.16 0.1221 0.0546 13.618 10.46 0.02 0.00 0.13 0.00 0.00 0.00 0.15 0.1230 0.0557 13.702 10.46 0.02 0.00 0.12 0.00 0.00 0.00 0.14 0.1239 0.0567 13.785 10.45 0.02 0.00 0.11 0.00 0.00 0.00 0.13 0.1247 0.0577 13.869 10.44 0.02 0.00 0.11 0.00 0.00 0.00 0.13 0.1255 0.0586 13.951 10.44 0.02 0.00 0.11 0.00 0.00 0.00 0.12 0.1262 0.0594 14.034 10.43 0.02 0.00 0.11 0.00 0.00 0.00 0.12 0.1270 0.0603 14.288 10.42 0.02 0.00 0.10 0.00 0.00 0.00 0.11 0.1291 0.0627 14.534 10.41 0.02 0.00 0.09 0.00 0.00 0.00 0.10 0.1311 0.0648 14.787 10.40 0.02 0.00 0.08 0.00 0.00 0.00 0.09 0.1329 0.0669 15.040 10.39 0.02 0.00 0.08 0.00 0.00 0.00 0.09 0.1346 0.0687 15.290 10.39 0.02 0.00 0.08 0.00 0.00 0.00 0.08 0.1362 0.0705 15.539 10.38 0.02 0.00 0.07 0.00 0.00 0.00 0.08 0.1378 0.0721 15.783 10.38 0.02 0.00 0.07 0.00 0.00 0.00 0.07 0.1392 0.0737 b 0aTO r, SEP Ep 2 4 2002 city cit irltic Beach City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Flori (M� Phone: (904)247-5800 • FAX (904)247-5805 • http://www/ci.atlan�tic-bea .f Zoning BUILDING PER UT APPLICATION FOR SINGLE-FAMILY OR TWO-FAM LY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL,ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) ��� DATE y��D`40-2— JOB ADDRESS &Ode i Ave. APPLICANT 4G'2G/1 gp�j le yord �9t:v elo,�e4 ✓ ���, ADDRESS PHONE: 2�f6F?3 LEGAL DESCRIPTION: •M 7 WUNMER -2 LOT NUM0ER6fY�-704 ZONING DISTRICT �U-L CONTRACTOR OC a,4 tf/1`,✓Dl`a7 QeV0 4t Tile. STATE LICENSE NUMBER G 45e 20e7a ADDRESS 60 aC aaA 4'/ PHONE Z41d— 95'98 .rrY �l&f-k ge gc STATE FL ZIP �-X33 FAX Z ` 9?Aj DESCRIBE PROPOSED USE AND WORK TO BE DONE / � �e t/�/o /tlrif7' 11�;r %'w Vat PRESENT USE OF LAND OR BUILDING(S) ✓0 1'G /ll QA d/ VALUATION OF PROPOSED CONSTRUCTION oviv) Is this an addition? 0 If yes,what are the dimensions of the added space: /j/ _feet by IVI4�feet Will the added area be heated and cooled? 1111A New electrical or increase in service? P4114 New plumbing fixtures? 1111A New fireplace? New heating/air conditioning? X1,9 Is approval or Homeowner's Association or other private entity required? _ If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information,please contact the Planning and Zoning Department at 904-247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road, Atlantic Beach,FL 32233 Telephone:(904)247-5826 °� in addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant etrvironmental features,including an 'urisdictional wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming ools may be excluded from total Impervious Surface.) 7. Other information as may be appropriate r individual lications. I HEREBY CERTIFY ALL INFO tNR ED WITH THIS APPLICATION IS CO SIGNATURE OF OWNER DATEqhlvz___• LLfei, I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND. CORRECT. ALL PROVISIONS OF THE LAWS AND;ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OFC NSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT THE I ANCE OF T PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND THAT T P S S PORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS -.SQUIRED. SIGNATURE OF CONTRACTOR DATE A� ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) NAME c_ . " tJ ale-/ 1- o x G MAILING ADDRESS O O G PO/P &Y-4- >' 1� PHONE 0 V-Z,V 14—I S� FAx �oy--z-`�6-9��� E-MAILA,; Pe 1/z &//f4!/ SWORN AND SUBSCRIBED-BEFORE ME THIS DAY OF Z& STATE OF FLORIDA,COUNTY OF DUVAL4 NOTARY'S SIGNATURE (.IN `..� ....... Laura T. S�i@Vada AS TO OWNER: Personally known ;=o 'b� #M0M7 ❑ Produced identification 1Z 2005, hm Type of identification produced AS TO CONTRACTOR: Personally known ❑ Produced identification Type of identification produced 6/18/02 00 �� � � Nk*C^kA*k6 V} S�r 2 4 2002 _r.. City of Atlantis: Beach Buitdin and oning City of Atlantic Beach 800 Seminole Road •Atlantic Beach,Florida 3Z 3-544 Phone: (904)247-5800 • FAX (904)247-5805 • http://www/ciatlantic-beach.fl.us BUILDING PER RT APPLICATION FOR SINGLE-FAMILY OR TWO-FAMILY(DUPLEX) CONSTRUCTION (INCLUDING NEW CONSTRUCTION, REMODEL, ADDITIONS AND ALTERATIONS, MOVING OR DEMOLITION) � �0ATE %�'ZD'O JOB ADDRESS . 3geaeA Ave.ve. APPLICANT OC&OA &jz le YOrd' Ac vg_ o Orn ADDRESS 6.P Ae fall A,oille-bQA/, 4#1 PHONE: 2�Ls`f593 LEGALDESCRIPTION: W ri tgTIVIBER 2- LOT NUNIBER. A 7e4 ZONING DISTRICT �f�Z CONTRACTOR S�G�o/j ��✓Q/`cl✓ beye/a, , -4 -rite, STATE LICENSE NUMBER G 45e ZOdZa ADDRESS 60 Dceon B014,Ie✓Grd -4-/ PHONE Zed- 9593 :ITY f l t&,4-G 8-ed,A STATE FZ ZIP �✓ �-�3� FAX 2—V DESCRIBE PROPOSED USE AND WORK TO BE DONE `/`WAW PRESENT USE OF LAND OR BUI LDING(S) ✓��!% !''li IQ�r 6/ VALUATION OF PROPOSED CONSTRUCTION CSO 0,4/) Is this an addition? D If yes,what are the dimensions of the added space: /l/ feet by AIlA�feet Will the added area be heated and cooled? IVA New electrical or increase in service? ✓L� New plumbing fixtures? ✓'/A New fireplace? 411,4 New heating/air conditioning? �fiQ T Is approval or Homeowner's Association or other private entity required? IkI4 If yes,please submit with this application. WILL THIS PROJECT INVOLVE CHANGES IN ELEVATION, SITE GRADE OR ANY USE OF FILL MATERIAL? NO. Applicant certifies that no change in site grade or fill material will be used on this project. YES. See Step 2 below. Approval of the Public Works Department is required prior to issuance of a Building Permit. PROCEDURE: (In order to expedite issuance of permits, please follow all steps and provide all information as appropriate.) STEP 1. Verify zoning designation and proper setbacks for the proposed construction. If you are unsure of this information, please contact the Planning and Zoning Department at 904247-5817. In order to correctly verify zoning designation, please have Property Appraiser's Real Estate Number available. STEP 2. Contact the City of Atlantic Beach Department of Public Works to determine if a pre-construction or post-construction topographical survey or grading plan is required. (If not required, written verification must be provided with this application.) The Department of Public Works is located at: 1200 Sandpiper Lane,Atlantic Beach,FL 32233 Telephone:(904)247-5834 6/18/02 STEP 3. Please submit Energy Code Forms,Notice of Commencement,Owner/Contractor Affidavit if owner is contractor,and four(4)complete sets of construction plans to the Building Department, which is located at the Atlantic Beach City Hall, 800 Seminole Road,Atlantic Beach,FL 32233 Telephone:(904)247-5826 in addition to construction and engineering detail, plans must contain the following information as appropriate for the type of work being performed. Scale of drawings should be sufficient to depict all required information in a clear and legible manner. 1. Current survey showing the property boundary with bearings and distances and the legal description. 2. Location of all structures,temporary and permanent,including setbacks,building height,number of stories and square footage. Identify any existing structures and uses. 3. Existing and/or proposed driveways. 4. If required by the Department of Public Works,a pre-construction topographical survey. 5. Any significant eAvironmental features,including any jurisdicti wetlands,CCCL,natural water bodies. 6. Impervious Surface area calculations. (Swimming poo a b excluded from total Impervious Surface.) 7. Other information as may be appropriate for individual app i S. I HEREBY CERTIFY THAT ALL INF RMATION PRO E THIS APPLICATION IS CO CT. SIGNATURE OF OWNER ATE• I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND. CORRECT. ALL PROVISIONS OF THE LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH,WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY FEDERAL,STATE OR LOCAL RULES, REGULATIONS,ORDINANCES,OR LAWS IN ANY MANNER,INCLUDING THE GOVERNING OF CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION OF THE PROPERTY. I UNDERSTAND THAT JISSANCEF THIS PERMIT IS CONTINGENT UPON THE ABOVE INFORMATION BEING TRUE AND CORRECT AND T ND SUPPORTING DATA HAVE BEEN OR SHALL BE PROVIDED AS '.EQUIRED. SIGNATURE OF CONTRACTOR DATE ADDRESS AND CONTACT INFORMATION OF PERSON TO RECEIVE ALL CORRESPONDENCE REGARDING THIS APPLICATION (PLEASE PRINT) j NAME L12c .d MAILING ADDRESS O0 a Geyx �fy� n 11 PHONE �� '2-y�-�I5'�9 FAx 111A 4e SWORN AND SUBSCRIBED-BEFORE ME THIS � �1-� DAY OF Z STATE OF FLORIDA,COUNTY OF DUVAL NOTARY'S SIGNATURE d. &m'1111►. Laura T. Shevada AS TO OWNER: [j�4ersonally known o C=mission#W OOM7 ftph"Oct.1Z 20M ❑ Produced identification Type of identification produced �'•%;41M Adar is Bonding Co., AS TO CONTRACTOR: Rlersonally known ❑ Produced identification Type of identification produced 6/18/02 PRE-APPLICATION REVIEW SUBMITTAL City of Atlantic Beach 800 Seminole Road -Atlantic Beach,Florida 32233-5445 Phone: (904)247-5800 FAX (904)247-5805 • http://www/ci.atlantic-beach.fl.us Pre-Application Number: #524 Date Routed: August 28, 2002 Project Name: Beaches Avenue Condos Submittal No. Preliminary review ❑Commercial ® Multi-Family ❑ Single-Family ❑Other Departments Routed: ® Building ® Planning and Zoning ® Public Works ® Utility ❑ Other Date Review Comments Due: Wednesday, September 04, 2002 Additional Information: The attached site plan is submitted for preliminary review only. Please enter your comments in the appropriate F: Development Review Comments folder. IC r 1 IlVTF.RI C KM CONCREI'B PAVEl�TL II� � ....,. _MO N U M 8 E R• 8 CONCRETE GRID PAVEMENTS Background As cities grow,man-made surfaces contribute to heat island and stormwater runofffrom impervious urban heat and stormwater runoff.Heat is gener- surfaces (Figure 1). Perforated concrete units as ated by the high concentration of pavements and pavement were introduced when hollow concrete buildings. It forms a dome of warm air,or an ur- building blocks were placed in the ground to sup- ban heat island,over cities that can be as much as port cars. They first appeared in 1961 to handle 12°F(7°C)higher than outlying areas.This dome overflow parking at a major cultural center near of heat traps dust and gases, increasing the con- Stuttgart,Germany(2). They were a replacement Perforated centrations of air pollution from automobile ex- for temporary steel runway matting.Figure 2 shows cone units haust and industrial sources(1). the genesis of grid pavers. as pavement A high concentration of pavements and build- Since then,concrete grids developed in Europe hen Ings,or impervious surfaces,generates additional were applied in North America as a method for were i"aOd uced" runoff during rainstorms. Washed from the air reducing lakeside and streambank erosion,as well hollow and pavements,excess runoff carries pollutants as for ditch liners. Concrete grids were later used concrete building that enter water courses. The runoff generated for driveways, main and overflow or marginal blocks were by impervious surfaces erodes streams, degen- parking areas,shoulders along airfields and high- placederating riparian environments, and pollutes ways, crossovers on medians, boat launching in�" sources of drinking water.Increased runoff vol- ramps, emergency fire lanes, and access roads ground to umes and velocities deprive ground water from adjacent to buildings.Figures 3-13 illustrate many support cars. recharging, decreasing the amount of available uses of concrete grid pavers.This technical bulle- water in many communities. tin provides guidance on the design,specification, Concrete grid pavements or "green parking construction, and maintenance of concrete grid lots"originated from the need to reduce the urban pavements for a wide range of applications. Figure 1. Concrete grid pavers emerged from the Figure 2. Grids first used in Germany in 1961 for need to cool cities and decrease storm water runoff. overflow parking. 6. 1001 T!`DT T.nh Q..e..ATn 4 inre.l.,..L:....!`.......m.A.,.......... vats,rr', r_t -J r ttt�` an "it +} � '„r, .--' '` t 4r.µ a�'il�'y �Y i z lr�( �l , ' r. 'i �`is�i l•1 .... ^'ivrs' a:'- �. ,C'����� `,��. •1+.�1�� � �Y. �`. � �,lr�'j�(i;�����1 Il �ylt���i�z 1 t. s, .. N 7 ^ i t n� y. . FFA Ir �t''^,I L�S� �- ?' - _._ ♦ - �,1 'i ( �R��_�_ , .� t� Properties of Concrete Grid Paving Units Design,Construction,and Maintenance The properties of concrete grid pavers are defined in Guidelines for Vehicular Pavements ASTM C 1319-95, Standard Specification for Con- Guidelines are provided for two kinds of base con- crete Grid Paving Units(3).This specification defines ditions. These include: concrete grids as having maximum dimensions of 24 (1)a dense-graded aggregate base under topsoil r; in. long by 24 in. wide (610 mm by 610 mm) and a and grass,or aggregate in the grid openings,or minimum nominal thickness of 3'/s in.(80 mm). The (2)an open-graded base for greater on-site infiltra- minimum required thickness of the webs between the tion and storage of storm water.Designs can openings is 1 in. (25 mm). Dimensional tolerances include topsoil and grass,or aggregate in the Lattice should not differ from approved samples more than 1/8 grid openings. in. (3.2 mm)for length,width,and height. The choice of grass or aggregate in the openings The minimum compressive strength of the concrete depends on the expected intensity of use. Most grid units should average 5,000 psi(35 MPa)with no grasses require at least five hours of sunlight each individual one less than 4,500 psi (31 Mpa). Their day to survive. Grass can be placed in the openings average water absorption should not exceed 10 lb/ft' for pavers in intermittent or overflow parking areas, (160 kg/m').Freeze-thaw durability is based on three as well as fire lanes.If a parking area is covered by Castellated years of proven field performance of units that con- cars all day for consecutive days,aggregate should form to the above web thickness,compressive strength, be used in the openings. and absorption criteria. Before a parking lot is constructed, existing Figure 14. Concrete grid paver designs fall into two categories: pedestrian paths across the lot should be studied Types of Grid lattice and castellated as shown in Figure 14. Lattice and defined. Parking spaces and pedestrian paths Pavement Units pavers have a flat surface that forms a continuous as well as spaces for handicapped persons can be pattern of concrete when installed. Castellated grid delineated with solid concrete pavers. Paths with pavers include protruding concrete knobs on the solid units will make walking more comfortable, surface making the grass appear continuous when especially for pedestrians with high-heeled shoes. installed.Concrete grid pavers range in weight from 45 Likewise,parking spaces accessible to handicapped lbs.(20 kg)to 90 lbs.(40 kg).The percent of open area persons and bicycles should be marked with solid generally ranges between 20%and 50%. pavers(Figure 15). Design with a dense-graded base- A typical grid. pavement installation consists of compacted soil -i- subgrade,a dense-graded base of compacted crushed stone, I to 11/2 in. (25-40 mm)thick bedding sand, and grids. The openings in the grids are filled with topsoil and grass, or aggregate(Figure 16). Thicknesses required under conventional asphalt pavements are generally sufficient under concrete grid pavers.A minimum of 8 in.(200 mm)of compacted aggregate base is recommended for emergency fire lanes supporting trucks,as well as for parking lots and driveways. Thicker bases may be required when ex- tremely heavy vehicular loads are expected Thicker bases may also be required when the soil Figure 15. Solid pavers used for bicycle subgrade is weak(California Bearing Ratio<4%)or parking and pedestrian access. when it has high amounts of clay or silt.Likewise, thicker bases or those stabilized with cement will be required over a high water table, in low-lying areas subject to flooding, or over continually satu- rated soils. For unstabilized aggregate bases, a geotextile is recommended to separate the com- pacted soil subgrade from the base material for these situations.A base may not be required for residential applications on well-drained, sandy soils such as those found in coastal areas.In these cases,the grids and bedding sand can be placed on the compacted sandy soil. Construction of dense-graded bases-Prior to plac- ing a dense-graded base, the soil subgrade should Figure 16. Designed Npith a dense-graded base be uniformly compacted to at least 95%of standard Proctor density per ASTM D 698(4).Dense- Topsoil 12 in. (25 mm) graded aggregate bases below top of grid Concrete grid should be compacted to a minimum of 95% stan- Compacted soil backfill or edge restraint 1 in.to 1 1/2 in. (25 to 35 mm) dard Proctor density (4). Grass % bedding sand A well-compacted base is / essential to shedding wa- ter and remaining stable :,a rs in freeze-thaw conditions. Specifications for crushed stone aggregate base ma- El I Ea I EE_=terials typically used un- Existing compacted der asphalt pavements are soil sub-grade Geotextile(as,requiredsuitable under concrete /' \Compacted aggregate base grid pavements. If no lo- Sand and Base extend 12 in./ cal standards exist,grada- (300 mm)beyond perimeter' tion of the base material should conform to ASTM D 2940, Standard Speci- Figure 17. Tvpical concrete grid pavement over dense-graded base. f cation for Graded Ag- gregate Material for Bases or Subbases for High- of the compactor to protect the grids from cracking ways or Airports(5). Figure 17 illustrates a typical and chipping. cross-section with a dense-graded aggregate base. The units should be cut to fill any spaces along the For bases over poorly-draining soils, perforated- edges prior to compaction.All installed units should plastic,geotextile-wrapped drain pipe is recommended be compacted into the bedding sand at the end of each for removing excess water. The pipe should be di- day. Rainfall settles uncompacted sand,preventing the rected to a drainage swale,storm sewer,or stream. If grids from pressing into the sand when compacted.If draining soils is impractical, aggregate bases can be bedding sand is left uncompacted, it should be cov- stabilized with 4 to 6 percent(by weight)of cement to ered with plastic to protect it from rain. Otherwise, increase strength during drainage or freeze-thaw. bedding sand saturated with rainfall prior to compac- The minimum surface tolerance of the compacted tion will need to dry,be raked and re-screeded,or be base should be f 3/s in. (t10 mm)over a 10 ft(3 m) replaced. If left uncorrected, the grids will settle straightedge. The base should extend beyond the unevenly and move under traffic. perimeter of the grids a minimum of 12 in.(300 mm) After the initial compaction,a mix of topsoil and when there is no building or curb to restrain them. grass seed is spread across the grids and swept into The extended perimeter increases the stability of the the openings.Fertilizer may be mixed with the top- grids and facilitates installation of edge restraints. soil as well.Quantities should be adjusted to account The gradation of the bedding sand should con- for the concrete surface. form to ASTM C 33 (6) or CSA A23.1 (7). These The grids are compacted again until the final level gradations are given in the guide specification at the of the topsoil is about'/2 in.(13 mm)to'/a in.(20 mm) end of this bulletin. Limestone screenings, stone below the top surface.This will lend protection from dust, or masonry sand should not be used. The tires as the grass grows. Straw can be applied to thickness of the bedding sand should be between I protect the grass while it is growing. While labor- and 1'/2 in.(25-40 mm),and screeded to a consistent intensive,sod plugs can be inserted into the openings thickness.This is typically accomplished with screed as an alternative to topsoil and seeding. Sod should rails or bars placed on the compacted base. The be applied after the second or final compaction ofthe bedding sand over the bars is pulled across them with grids, but with a reduced amount of topsoil in the a screed board to establish a consistent sand thick- openings so space is available for the sod plugs. ness. The sand should have a consistent moisture The choice ofgrass variety is important to longevity content but not be saturated.It should not be disturbed under tires and drought.A limited amount of research prior to placing the grids. on concrete grid pavers has shown that Merion Ken- The grids are placed on the screeded bedding sand tucky bluegrass,Kentucky 31 tall fescue,and Manhat- with the minimum joint spacing of to 1/8 in.(2 to tan perennial ryegrass have a high tolerance to wear,a 4 mm). If the grids touch, they may crack,chip, or high potential for recuperation from damage,and a low spall under repeated traffic. The grids are vibrated tendency toward thatch build-up(8).Turfgrass special- into the sand with a high-frequency(75-90 Hz),low- ists may have further recommendations. amplitude plate compactor.It should have a minimum Sediment from runoff and dust from adjacent centrifugal compaction force of 5,000 lbs (22 kN). A areas must be kept from entering the openings during rubber or neoprene mat may be attached to the plate and after establishment of the grass. Sediment clogs 5 the topsoil and prevents grass from growing. The can improve water quality by reducing sediment and grass should not be exposed to tires until it is well pollutants that enter lakes and streams(10).Because established. A period of time for establishing-grass of their hydrologic and pollution abatement benefits, should be part of the construction contract and sched- concrete grid pavements are considered by state and ule. This is typically three to four weeks. federal agencies to be a best management practice Edge restraints are required for containing con- (BMP)for reducing stormwater runoff and non-point crete grid pavements and preventing them from shift- source pollution. They are one of many techniques ing under tire traffic.Concrete,plastic,or metal edge that can be used in a system of watershed-wide mea- restraints are recommended where automobile tires sures to control excess runoff and nonpoint pollu- could loosen and damage the edge units.The reader tion of storm water. Other techniques can include is referred to ICPI Tech Spec 3 Edge Restraints far infiltration trenches, surface or underground reten- Interlocking Concrete Pavements which provides tionidetention ponds, roof top/parking lot ponding, Concrete grid further guidance on their selection(9). Concrete grid street sweeping, filtering systems, permeable inter- pavers in emergency access lanes may not require locking concrete pavement, etc. pavements edge restraints. In these applications,the soil 12 in. Many municipalities regulate the quantity and/or with an (300 mm) along the perimeter installation can be rate of stormwater released into sewers and streams. open-graded compacted against the grids. Others regulate both the water quantity and quality of the runoff by controlling the amount of impervious bass are Maintenance-Concrete grid pavers with grass will cover.To control water quantity,municipal regula- 100% pervious, require maintenance ordinarily required for lawns tions strive to meet one or more design objectives. reducing such as watering, mowing, removal of weeds, and Several municipal stormwater objectives are pre- occasional fertilizing.If grass in grid pavements can sented below, with ways that concrete grid pave- runoff and not be maintained by the project owner or tenant,then ments contribute to meeting them(11).These objec- non-point source crushed stone aggregate should be placed in the tives benefit water quality since the amount of runoff water pollution. openings.Aggregate also should be used if sediment and pollutants in it are decreased. from the site or adjacent areas is expected to wash •Capture andinfiltratethe entire storinwatervolunie onto the grids,or be deposited on them by vehicles. so there is no dischargefrom the drainage area.This Snow can be plowed from grids if the plow blade requires a large area of concrete grid pavement and is set slightly above their surface. Rotary brushes open-graded base. The high cost of capturing all for snow removal are not recommended. De-icing runoff can be offset by reducing or eliminating pipes, salts should never be used on grass because salt will inlets, and other drainage appurtenances. kill it. Re-establishing grass in openings with con- taminated soil is difficult without removing and •Infiltrate the increased runoftenerated big devel- replacing the soil in each opening. opment and impen ions surfaces. This results in Due to their slab-like shape, concrete grids may runoff volumes equal to or near those prior to devel- crack while in service.In most situations,one or two opment.The runoff volume before and after devel- cracks in a unit will not diminish structural or func- opment are estimated and the difference in volume is tional performance. If units crack from soil or base stored or infiltrated. Places for storage include gut- settlement,they can be removed and replaced.Like- ters, swales, pipes, rooftops, and infiltration areas wise,the same units can be reinstated after repairs to covered with concrete grid pavements. A dense- the base or to underground utilities. graded or open-graded base can be used depending on the amount of storage required. Design with an open-graded base for on-site infri- •Infiltrate a fixed volume of run offfrom evelystorm. tration and storm water storage (Figure 18) This helps control the"first flush"of concentrated Concrete grid pavements with an open-graded base pollutants in the initial inch (25 mm)or so of runoff. can store storm water and allow for partial treatment The first inch (25 mm) of infiltrated water often of pollutants. Grids designed as an infiltration area represents a large percentage of the storms.Concrete grid pavements with grass on a dense-graded aggre- gate base,or an open-graded base can be designed to infiltrate the first inch(25 mm)or more of runoff. hratesuff rater to control thepeak rate of discharge. Many municipalities establish a maxi- mum rate of peak discharge(in cubic feet/second or liters/second) into specific storm sewers or water courses. The maximum rate can be based on the carrying capacity of the drainage ways, or by rates :►�.. prior to development. This approach favors deten- tion ponds rather than infiltration as a means to Figure 18. Concrete grids with aggregate in the control downstream flooding. Concrete grid pave- openings. ments with an open-graded base can be used as a 6 means for detention,especially in dense urban areas saturated. Thicker bases can store greater rainfall that do not allow land for detention ponds. High- depths. Therefore, most rainfall events used for value property can be used for parking and storm stormwater drainage design can be managed.In view water detention with concrete grid pavements instead oJ'their hvdrologitial performance, concrete grid of merely consuming land for a detention pond. pavements over an open-graded base designed for Peak runoff calculations for storm sewers and infiltration are a 100% pervious area, not one with water courses are typically determined using the Ratio- 401,1n'-80%imperviousness. nal Method.For drainage calculations an average runoff The following design guidelines for infiltration coefficient of 0.3 can be used for grids with established areas are adapted from the design of infiltration grass on a dense-graded aggregate base (12). These trenches in the reference, Municipal Storm Water coefficients are substantially lower than the 0.9 to 1.00 Management by Debo and Reese (13). Infiltration for conventional pavements. The runoff coefficient of areas with grids should be used to drain areas less than 0.3 is similar to that for natural grassed areas. 5 acres(2 ha). Local storm water regulations specify the design storm(i.e., intensity,duration,and return Design of infiltration areas to meet municipal period) for drainage and retention ponds.If no regu- stormwater management objectives-Methods for lations apply,the infiltration area should be targeted sizing parking lots with an open-graded base for to drain a 2 to 10 year storm. storage of runoff can be borrowed from design meth- Soil borings should be taken to determine the soil ods for infiltration trenches. classification and permeability. A minimum of one Infiltration, storage, and outflow must be deter- soil boring should be taken every 50 ft(15 m)with a mined when designing concrete grid pavements with minimum of two borings per site.All borings should an open-graded base.The runoff storage capacity of be taken at least 5 ft (1.5 m) deep with soil logs open-graded base will vary with the percent of void recorded to at least 3 ft(1 m)below the bottom of the spaces in it and depth of the base.The void space of base. Each boring should record the Soil Conserva- open-graded aggregate can be supplied by the quarry tion Service (SCS) series of the soil and the SCS or determined by testing.For example,ASTM No.57 textural classification of soil through the depth of the aggregate(6)has an approximate void space of 40%. boring.Any evidence ofa high water table,imperme- Therefore, every 2.5 in. (65 mm) of base can store able soil layers, rock, or dissimilar layers may pre- 1 in.(25 mm)of runoff. clude the use of an infiltration area with an open- -�.. A common misunderstanding in drainage design graded base. is to reckon concrete grid pavements as an imperme- Soils suitable for infiltration areas include sand, able surface with the exception of the area defined by loamy sand, sandy loam, and loam. Soils having a the openings. For example, some grid pavers have clay content of 30% or greater are not suitable for 60%solid area so they are deemed a surface with 60% infiltration. Soils with an infiltration rate between imperviousness.However,when placed over 12 in. 0.27 and 0.52 in./hr (7-13 mm/hr) have marginal (300 mm) thick open-graded base with 40% void infiltration capacity and may not be suitable for space,concrete grid pavers can infiltrate almost 5 in. absorbing runoff.Table 1 provides estimated infiltra- (125 mm) of rainfall per hour prior to becoming tion rates for various SCS soil classifications. Table 1 Soil Infiltration Estimates (from Debo and Reese) and Suitability for Vehicular Support Under an Open-Graded Base Minimum SCS Hydrologic Soil Soil Infiltration Effective Water Classification and Texture Rate Capacity Suitability for Vehicular InJhr(mm/hr) InAn.(mm/mm) Support Under Open-Graded base Sand 8.27(210) 0.35(8.9) A Suitable Loamy Sand 2.41 (61) 0.31 (7.9) A Suitable Sandy Loam 1.02(26) 0.25(6.3) B Suitable Loam 0.52(13) 0.19(4.8) B Suitable Slit Loam 0.27(7) 0.17(4.3) C Marginal Sandy Clay Loam 0.17(4) 0.14(3.5) C Marginal Clay Loam 0.09(2) 0.14(3.5) D Unsuitable Silty Clay Loam 0.06(1-5) 0.11 (2.8) D Unsuitable Sandy Clay 0.05(1.2) 0.09(2.3) D Unsuitable Silty Clay 0.04(l) 0.09(2.3) D Unsuitable Clay 0.02(0.5) 0.08(2.0) D Unsuitable Note: Actual permeability tests may indicate different infiltration rates. 7 Open-graded bases should not be allowed to drain while saturated. The Subgrade soil will be saturated Concrete grid into areas with fill soil,as these can become unstable, while storing and draining stormwater.Therefore,it pavements should nor into areas where the depth of the seasonal high will need to retain some load bearing capacity be water table or bedrock is 3 ft(I m)or less from the during this process. constructedbottom ofthe base.In all of these cases,the bottom the Most sandy soils can provide sufficient load carry- after site work infiltration area should be lined with an impermeable ing capacity and permeability for drainage. Some Is completed liner and the water drained to a water course or storm silts and most clay soils have lower permeability and sewer. often do not have sufficient bearing strength for otherwise they Extreme care must be taken in assessing the bear- pavement bases when saturated. Guidelines for the may become ing capacity of the soil to withstand vehicular loads suitability of soils for under an open-graded base are clogged Table 2 with sediment. Suitability of USCS Soils for Infiltration and Bearing Capacity Under Open-graded Bases Suitable Marginal Unsuitable GW-well graded gravels SC-sandy clays CH-Inorganic clays of GP-poorly graded gravels CL-inorganic clays of high plasticity GM-silty gravels low plasticity OH-organic clays of SW-well graded sands high plasticity SP-poorly graded MH-inorganic silts of sands organic high plasticity PT-peat,mulch and SM-silty sands OL-organic silts of high soils ML-Inorganic silts of low plasticity low plasticity Concrete grid pavers 3 1/8 in.(80 mm)min.thick l` ASTM No.8 aggregate 3 in.(75 mm)thick under grids Compacted soil/edge 12 in. restraint at perimeter (300 mm) min. ASTM No.57 open g raced aggregrate `` --� compacted to 8 in.(200 mm)min depth Geotextiie Cover bottom and Soil Subgrade amides of base Over permeable soil Concrete grid pavers 3 1/8 in.(80 mm)min.thick ASTM No.8 aggregate 3 in.(75 mm)thick under grids Compacted soil/edge 12 in. ASTM No.57 open graded restraint at perimeter (300 mm) aggregrate compacted to 8 in. !� min. (200 mm)min.depth with drains impermeable liner comering bottom and sides of opening Compacted / Soil Subgrade Z train Pipe Over impermeable soil or high water tablewith a liner at the bottom of the base Figures 19. Concrete grid pavements over open-graded aggregate bases. e provided in Table 1. These are classified using the V.= required water storage volume of SCS system. Similarly,the suitability of soils under infiltration area,cf an open-graded base are given below in Table 2 per A,= minimum bottom surface area required to infiltrate the designated depth of rainfall, sf the Unified Soil Classification System(USCS).Suit- V,= total volume of the Infiltration area,cf able soils are those that meet or exceed the minimum n= percent void space of the aggregate, permeability criteria of 0.52 in./hr (7 mm/hr) and expressed as a decimal have asoaked California Bearing Ratio(CBR)greater c= void ratio of the aggregate which than 4o/a equals N1-n i= design storm rainfall depth In Inches Since soils specific to a site can vary in permeability R.= volume runoff coefficient of the catchment and load bearing characteristics, the designer should area expressed as a decimal(identical to C consult with a soils or geotechnical engineer to deter- in the Rational Method) mine their suitability for a parking lot while saturated. A= catchment area in acres - If the soil is unsuitable for supporting vehicles,an L= length of infiltration area with open-graded PP g aggregate base under parking lot,it impermeable liner may be required at the bottom of the W= width of infiltration area with open-graded base to prevent the soil from becoming saturated.The base under the parking lot,ft open-graded base inside the liner detains and slowly H= depth of Infiltration area,ft releases the captured water from pipes to storm DM= maximum allowable water depth In the sewers,or a water course.The size and depth of the infiltration area,ft Td= drawdown time of the water in the open- opening of the pipe(s)influences the rate and volume graded base,firs of drainage. These criteria are established by local 1= Infiltration rate of the soil subgrade,ft/hr design standards. Figure 19 shows cross sections A factor of safety of at least 2 should be with open-graded bases and grids under high and low applied to the infiltration rate of soil. permeable soils. Therefore,lam,=0.5 I,M,o„ Other design considerations: Excavated native Design example-Runoff from a 2 acre(0.8 ha)site soil does not generally require compaction prior to with 60% impervious cover is to be captured by a installation of an open-graded base.The slope of the concrete grid pavement over an open-graded base. surrounding site should not exceed 20% and the Soil borings revealed that the seasonal high water is infiltration area itself should have no slope in order to 10 ft(3 m).The soil has an infiltration rate of 1.02 capture the maximum amount of runoff. Building in. (26 mm)per hour.The design infiltration rate is foundations should be at least 10 ft (3 m) upslope (0.5)x(1.02)=0.51 in./hr (13 nun).The open-graded from the infiltration area and at least 100 ft(30 m) base under the parking lot is designed to capture the from water supply wells when the runoff is from runoff from 1 in.(25 mm)of rainfall from a 6-hour, commercial or industrial areas,including impervious 6-month storm. The void space for the open-graded parking to base as provided by the local quarry is 40%or 0.40. The d space in the open-graded aggregate base A 20-hour drawdown is the design criteria. should be between 30%and 40%.ASTM No.57(4) Note:Drawdown times should not exceed 48 hours crushed stone aggregate is suitable as a base and storage medium for runoff.The subgrade should be and are better if l4 hours or less. covered on the bottom and sides with geotextile.The Step 1-Calculate the runoff volume of water to be base material should be compacted with a static roller captured: rather than a vibratory roller and then choked with a VM= 3,630 R„IA=LWD„ 3 in.(75 nun)thick layer of ASTM No.8(4)crushed V.= 3,630(0.60)(1.0)(2)=4,356 cf stone. This layer should be rolled level as well,and a Step 2-Find the minimum bottom surface area if that thin,loose layer ofNo.8 stone screeded evenly across the will be required to infiltrate I in.of rainfall over 20 surface to receive the paving units.The grids are placed hours with a design soil infiltration rate of 0.51 in./hr: and compacted into the loose surface of the No. 8 A,=V J(Ta 1) material.The openings are filled with it and the paving At=4,356/(20)(0.51/12)=5,125 sf This minimum units are compacted again. area for Infiltration will require a depth of Iftopsoil and grass are placed in the openings, the 0.65 ft paving units should be placed on bedding sand.This Step 3-Find the volume of open-graded base that will require the use of geotextile over the compacted will be required to hold the 1.0 in.of rainfall if all No. 8 crushed stone. The gradation of the bedding void spaces are completely full of runoff: sand should conform to ASTM C 33 or CSA A23.1. V,=V Jn The geotextile required under the bedding sand pre- Vt=4,356/0.40=10,890 cf vents its loss into the No. 8 material. Step 4-Find a configuration of depth,length and The formulas for sizing a grid parking area with an width for the parking lot base. First,assume a base open-graded base for infiltration are as follows(13): thickness of H=9 in.(0.75 ft). Find the area of the V.= 3630 R„IA=LWD. grid parking lot required to store and infiltrate the At= V./(T,1) 1.0 in.of rainfall: V,= LWD„/n V =LWD n= V.fVt=D.fH 10,890=LW(0.75) Where: LW=14,520 at Length and width of the parking lot can be configured to cover this area. 9 Step 5-Check to see if the depth required to infiltrate aggregate base, and clay soils. Field studies by the water in the 5,125 sf is greater than 3 ft from the Goforth et al.(10)also demonstrated the reduction water table: of pollutants from concrete grid pavement. Like- DY,=T,U12 wise, data reported by Claytor and Scheuler (15) D.=(20)(0.51/12)=0.85 ft 10 11to the water illustrate the benefits of infiltration trenches,as well table-0.85 ft=9.2 It>3 ft so the depth of the infiltration is of sufficient distance away as filtering systems. from the seasonal high water table. The type of soil subgrade affects the pollution reduction capabilities of infiltration areas.Clay soils Step 6-Check to see that the total area at the bottom of the infiltration area is greater than the minimum with a high cation exchange capacity will capture required: 14.520 sf >5,125 sf more pollutants than sandy soils. Debo and Reese(l 3)recommend that for control The 1.0 in.(25 mm)of runoff will be stored in the of runoff quality, the storm water should infiltrate void space in the open-graded aggregate base and not through at least 18 in.(0.45 m)of soil(typically clay) in the void space of the 3 in. (75 mm) of No. 8 which has a minimum cation exchange capacity of 5 aggregate above it,nor in the openings in the concrete milliequivalents per 100 grams of dry soil.Unfortu- grid units. These layers should remain unsaturated nately, many clay soils that are effective pollutant under the design assumptions. This design means filters do not have a sufficiently high infiltration rate that the total excavation will be 15 in. (375 mm) or or bearing capacitywhen saturated,and can't be used 9 in.(225 mm)for the base,plus 3 in.(75 mm) for the under infiltration areas subject to vehicular loads. No.8 aggregate and 3 in.(75 mm)for the pavers. Infiltration areas can become clogged with sedi- The example includes a two-fold factor of safety ment over time thereby decreasing storage capacity (which can range between 2 and 10),which should be and slowing their infiltration rate.A means to mini- considered with all of the factors that contribute to mize this process is to prevent sediment from flowing runoff in this two acre catchment.The selected factor onto the grid pavers or base during construction or of safety is based on a sensitivity analysis by assuming use.Another method is pretreatment of runoffbefore best,medium,and worst cases for the unknown vari- it enters the infiltration area. Filter areas or basins to ables and selecting the most desirable as a balance capture sediment in urban runoff will reduce the between risks and costs(initial construction costs and potential for clogging of the infiltration area and potential damage from flooding).Unknown variables extend the number of years between-removal and can include (but are not limited to)rainfall intensity replacement of clean aggregate. f� and duration, drawdown, existing water in the base, Concrete grid pavement is not recommended in variation in the permeability of the soil, addition of places where grease or oil loads are high.Filter areas impervious area in the catchment,and reduced infrltra- such as a settling basins would be used to rmove tion due to clogging of the base,soil,or geotextiles. greases and oil,as well as sediment,before they enter More sophisticated methods for calculating infrl- concrete grid pavements. tration and exfiltration with free-draining design, Urban Heat Island Abatement Control limited infiltration supplemented by drainage pipes, of Urban Microelimates and no infiltration with an impermeable liner and drain pipes can be found in reference 10. Design of Besides abating runoff pollution,concrete grids gen- infiltration areas throughout the year can be found in erste lower temperatures than asphalt. Solid pave- ' reference 17.This approach accounts for the monthly ments and buildings hold heat,thereby contributing variations in the water generated from background to the urban heat island and capturing urban air pol- lution.Research has shown that grid pavements have flows in the soil and infiltration area, as well as the runoff from the design storm. 2°to 4° F(1° to 2° C)lower local air temperatures thanasphalt and 4° to 6°F(2° to 4°C)lower radio- There may be cases of extreme rainfall, com- metric than asphalt(12).Lower temperatures create pletely saturating the entire pavement structure.Drain- age pipes should be built into the open-graded base to more comfortable microclimates for pedestrians in handle overflow conditions.As an added measure of urban surroundings.Concrete grid pavements can be protection,there should be provision for an overflow an integral part of cooling the urban climate and re- area or drainage swale adjacent to the parking lot ducing air pollution.They can be incorporated with should it become flooded. tree-lined streets, as well as managed urban forest, Design for Control of Water Quality - Concrete fountains,roof top gardens,and vegetation on build- grid pavements designed as an infiltration area over ing walls, as well as park spaces to cool areas and an open-graded base can reduce nonpoint source pol- filter urban air pollutants. The result is more com- lutants in stormwater.Table 3 illustrates the average fortable. cleaner, and livable cities. annual pollutant removal capability of infiltration Design Guidelines for Erosion Control areas. Grid pavements provide immediate stabilization of " Day et al. (14) reported substantial reductions embankments until grass or other vegetation is es- in nonpoint source runoff pollutants in simulated tablished. The recommended maximum angle for laboratory experiments with concrete grid pavers stabilization is 45 degrees. Grids can be placed di- with grass over bedding sand.No.57 open-graded rectly on graded and compacted soil, working from 10 Table 3 Average Annual Pollutant Removal Capability of Infiltration Trenches in Percent,from Debo and Reese(13)after Sehueler Pollutant 0.5 in.(13mm)of 1.0 in.(25 mm)of Runoff 2-year Design Runoff Pollutant per Impervious Acre Storm Treatment Total Suspended Solids 60-80 80-100 80-100 Total Phosphorous 40-60 40-60 60-80 Total Nitrogen 40-60 40-60 6x80 Biological Oxygen yDemand 60-80 ' a ��" 60.80 80-100 in.. n Bacteria _ so-so 6a80 F so-1 00 Metal: 6V0-80 .-.. 60.80 I 80-100 Concrete grid paver 3 1/8 in.(80 mm)min.thickness max.slope 1:1 Topsoil in openings fill 1/2 in.(13 mm) below surface Stake every third row of grids with 12 in.x 3/8 in.dia Vegetation — _ 300 mm x 10 mm steel pins I Compacted embankment soil Figure l0. Embankment stabilization with concrete grid pavers. Concrete grid paver 3 1/8 in. (80mm)min thickness max.slope 1 : 1 Topsoil in openings Fill 1/2 in.(13 mm) �L-- below surface -�1 I i IT16 Vegetation =1 I N i X11�LI1 �i l i —11 I I-R Compacted soil subgrade -1111-1 -III-TTI-III- Figure 2l. Ditch lined with concrete grid pavers with intermittent flow. 11 the bottom to the top of the embankment. Stakes can be wood or steel (Figure 20). Research by the US Soil Conservation The grids should be staked every third row Grids are also effective liners for ditches Service demonstrated the efficacy of grids to secure them while vegetation establishes. with intermittent flows of water(Figure 21). for streambank stabilization(16).Grids with aggregate in their openings were a cost- Fill openings above -q effective alternative to 17 in. (425 mm) 1 , mean water level stone rip-rap. They reduced shear stress with topsoil and vegetation against the finer soil,as well as helping to Concrete grid paver hold it in place.The openings in grids accom- 3 1/8 in.(80 mm)min.thickness modate riparian plants thatcan furtherstabi- max.slope 1:1 Extend min.2 courses above mean water level lize the soil. Concrete grids are recommended for stream velocities of no greater than 11 feet Riparian vegation per second(3.3 m per second).The maxi- Mean water level mum slope for grids should be 45 degrees. Compacted Mannings "n," or roughness coefficient, Su rade has been estimated by the US Soil Conser- vation Service to be 0.024-0.0026 (16). The area of the streambank above the wa- ter should be graded and compacted prior E Geotextile to placing the grids.Aggregate is often placed E.9 Eunder grids on stream banks to further o Rip-rap or concrete toe and sides prevent erosion. This layer should be at least 4 in.(100 mm)thick.Geotextile should 24' . 600 mm min. be placed prior to installing the grids and anchored with large aggregate at the"toe" (bottom)and sides of the installation(Fig- Figure 22. Stream bank stabilization with concrete grids. ure 22).The upstream,starting edge of the grids should be well protected with aggre- Concrete ggrid paver Aggregate or paved apoproach gate so that debris does not break or lift the 3 1/8 in.(80 mm)min.thickness \ leading grids. max.slope=12% Aggregate should be placed in the open-or Aggregate in openings \ �.� ings of the submerged grids. Topsoil and Geotextile �� riparian vegetation can be planted along the banks in areas subject to high water levels. Grass can be used in areas not subject to frequent inundation such as drainage ditches. Geotextile on soil Boat ramps in recreation facilities can be E ' made from concrete grids. They can be E 'I r �� Compacted subgrade installed without partitioning the area and N E 1L removing the water prior to construction. Open-graded The design guidelines above for stream .� aggregate compacted banks and lake sides apply except that a 24 in.(600 mm)min. to 8 in.(200 mm)min.depth minimum of 8 in. (200 mm) of open- graded aggregate should be com- Rip rap or concrete toe and aides pacted to provide a base for the grid pavers(Figure 23).This provides a base for Figure 23. Typical cross-section for boat ramp the vehicles and boat trailers. References 1. Landsberg, Helmut E., The Urban Climate, ,5. ASTM D 2940,Standard Specification for 8. Sherman,R.C.,Kinbacher,E.J.,and Riordan, Academic Press, New York, 1981. Graded Aggregate Material for Bases or T.P. "Turfgrass-Paver Complex for Intensely 2. Urban Innovation Abroad,Vol.2, Number Subbases for Highway or Airports,Annual Trafficked Areas," Agronomy Journal,Vol. 12,Council for International Urban Liaison, Book of ASTM Standards, Vo. 04.03, 72,March-April 1980,pp.372-374. Washington, D.C., August, 1978. American Society for Testing and Materials, 9. Tech Spec 3, Edge Restraints for Interlock- 3. ASTM C 1319-95,Standard Specification Conshohocken, Pennsylvania, 1995. ing Concrete Pavement, Interlocking for Concrete Grid Paving Units,Annual 6. ASTM C 33, Standard Specification for Concrete Pavement Institute, Sterling, Book of ASTM Standards,Vol.04.04, Concrete Aggregates,Annual Book of Virginia, 1995. American Society for Testing and Materi- ASTM Standards, Vol.04.02, American 10.Goforth, G.F., Diniz, E.V., and Rauhut,J.B., als, Conshohocken, Pennsylvania, 1996. Society for Testing and Materials, Stormwater Hydrological Characteristics of 4. ASTM D 698,Test Method for Laboratory Conshohocken, Pennsylvania, 1996. Porous and Conventional Paving Systems. Compaction of Soil Using Standard Effort, 7. CSA A23.1-M94, Concrete Materials and Municipal Environmental Research Annual Book of ASTM Standards,Vol.04.08, Methods of Concrete Construction, Laboratory, Office of Research and American Society for Testing and Materials, Canadian Standards Association, Rexdale, Development, U.S. Environmental Protec- Conshohocken, Pennsylvania, 1993. Ontario, 1990. tion Agency, Cincinnati, Ohio, 1983. 11.Ferguson, B.K., Stormwater Infiltration, 14.Day,G.E.,Smith, D.R.,and Bowers,J. 16.Parsons, D.E., Apmann, R.P.,"Cellular Lewis Publishers, CBC Press, Boca Raton, Runoff and Pollution Abatement Character- Concrete Block Pavement,"in the Journal Florida, 1994. istics of Concrete Grid Pavements, Bulletin of the Waterways and Harbors Division, 12.Smith, D.R.,"Evaluations of Concrete 135,Virginia Water Resources Research Proceedings of the American Society of Pavements in the United States,-in Center, Virginia Polytechnic Institute and Civil Engineers, May 1965,pp.27-37. Proceedings of the Second International State University, Blacksburg, Virginia, 17.Ferguson, B. and Debo,T.N., On-site Conference on Concrete Block Paving, October 1981. Stormwater Management,Second Edition, University of Delft, the Netherlands, April 15.Claytor R.A., and Schueler T.R., Design of Van Nostrand Rheinhold, New York. 1990. 1984, pp.330-336. Stormwater Filtering Systems, Center for 13.Debo,T.N.and Reese, A.J, Municipal Watershed Protection, Silver Spring, Storm Water Management, Lewis Publish- Maryland, December 1996. ers,CBC Press, Boca Raton, Florida,1995. SECTION 02795 - POROUS PAVEMENTS GUIDE SPECIFICATION FOR CONCRETE GRID PAVEMENTS Note:The specifier should edit this guide specification to project conditions.Use U.S.or Canadian references as appropriate. PART 1 GENERAL 1.01 SECTION INCLUDES A.Concrete grid units B. Bedding sand C.Topsoil and grass. —OR— D.Open-graded aggregate 1.02 RELATED SECTIONS A.Section �_- ]: Curbs and drains B. Section [ - ]: Dense-graded aggregate base C. Section�_-_�: Open-graded aggregate base D.Section L-- ]: Geotextiles/Soil separation fabrics 1.03 REFERENCES A.American Society of Testing Materials(ASTM) 1. C 1319-95,Standard Specification for Concrete Grid Paving Units. 2. C 140, Standard Test Methods of Sampling and Testing Concrete Masonry Units. 3. C 136, Method for Sieve Analysis for Fine and Coarse Aggregate. 4. C 33, Specification for Concrete Aggregates. 5. D 2940,Standard Specification for Graded Aggregate Material for Bases or Subbases . for Highways or Airports. 6. D 5268,Specification for Topsoil Used for Landscaping Purposes. B. Canadian Standards Association(CSA) 1. CSA A23.1-M94,Concrete Materials and Methods of Concrete Construction. 1.04 QUALITY ASSURANCE A.Engage an installer who has successfully completed installations similar in type and size to this project. Installer shall provide certification of experience. B. As applicable by state/provincial and local laws,contractor shall hold a current contractor's and business license in the state/ province and locality where work is performed. 1.05 SUBNIITTALS A.Submit shop or product drawings and product data. B. Submit samples of concrete grid paving units to indicate shape selections. C. Submit sieve analysis for grading of bedding sand. D.Submit test results for compliance of paving units to ASTM C 1319. E. Verify source and content of top soil. F. Verify grass seed mix and sources. G.Verify source and gradation of aggregate base. 1.06 NIOCK UPS A.Install a 6 ft x 6 ft(2 in x 2 m)paver area as described in Article 3.02.This area will be used to determine surcharge of the sand layer,joint sizes, lines, laying pattern(s),and texture of the job.This area shall be the standard from which the work will be judged. 13 1.07 DELIVERY,STORAGE AND HANDLING A. Deliver concrete grid pavers to the site in steet`banded,plastic banded, or plastic wrapped cubes capable of transfer by fork lift or clamp lift. Unload pavers at job site in such a manner that no damage occurs to the product. .� B. Cover sand and top soil shall with waterproof covering to prevent exposure to rainfall or removal by wind. Secure the covering in place. 1.08 ENVIRONMENTAL CONDITIONS A.Do not install sand or pavers during heaNy rain or snowfall.. B. Do not install frozen sand or top soil. PART 2 PRODUCTS 2.01 CONCRETE GRID UNITS A.Manufactured/supplied by a member of the Interlocking Concrete Pavement Institute(ICPI). The ICPI manufacturer/supplier shall be: [name: ]. [address: ]. [phone: ]. [fax: ]. B. Product name/shape, overall dimensions, and thickness of the grid paver(s): mm/in. x mm/in. and mm/in. thick. mm/in. x mm/in. and mm/in.thick. C. Shall meet the requirements of ASTM C 1319. 2.02 BEDDING SAND Note:The type of sand used for bedding is often called concrete sand. Sands vary regionally. Contact contractors local to the project and confirm sand(s)successfully used in previous similar applications. Bedding sand is not used in ditch liner applications,slope protection,riparian stabilization,or with boat ramps constructed with concrete grid pavers. A.Bedding sand shall be clean,non-plastic, free from deleterious or foreign matter.The bedding sand shall be natural or manufactured from crushed rock. Do not use limestone screenings or stone dust. Grading of samples shall be done according to ASTM C 136.The particles shall be sharp and conform to the grading requirements shown in Table I below: Table 1 Grading Requirements for Bedding Sand ASTM C33 CSA A23.1-M94 Sieve Size Percent Passing Sieve Size Percent Passing 3A in.(9.5 mm) 100 10 mm 100 No.4.(4.75 mm) 95 to.100 5 mm 95 to 100 No.8(2.36 mm) 85 to 100 2.5 mm 80 to 100 No.16(1.1 8,mm) 50 to 85 1.25 mm 50 to 90 No.30(0.600 mm) 25 to 60 0.63.mm 25 to 65 , No.50(0.150 mm) 0 to 30 0.315 min 10 to 35 No.100 (0.150 mm) 2 to 10 0.16 mm 2 to 10 2.03 TOPSOIL [OPEN-GRADED AGGREGATE] Note:Consult with local turfgrass specialists for recommendations on grass seed mixture or sod materials. A. Conform to ASTM D 5268,Specification for Topsoil Used for Landscaping Purposes. — OR— A. Open-graded aggregated used to fill the openings of the grids and/or for a bedding course shall be washed and conform to ASTM C 33 No. 8 crushed stone.per the gradation requirements below in table 2. Do not use gravel. Table 2 ASTNI No.8 Gradation for Fill or Bedding Course Sieve Size Percent Passing '/s In. (12.5 mm) 100 3A In. (9.5 mm) 85 to 100 No.4 (4.75 mm) 10 to 30 No.8 (2.36 mm) 0 to 10 No.16 (1.18 mm) 0 to 5 Note:Local,state or provincial standards for aggregate base materials should be used for the grada- tion and quality of dense-graded aggregate base materials under concrete grid pavements.If no stan- dards exist,follow ASTM D 2940,Standard Spec&ation for Graded Aggregate Material for Bases or Subbases for Highways or Airports.The gradation for base material from this standard is given in Table 3 below.This material should be compacted to a minimum of 95%standard Proctor density. Table 3 ASTM D 2940 Gradation for Dense-Graded Base Sieve Size Percent Passing 2 in. (50 mm) 100 11/2 in. (37.5 mm) 95 to 100 3/4 1n. (19.0 mm) 70 to 92 3A in. (9.5 mm) 50 to 70 No.4 (4.75 mm) 35 to 55 No.30 (0.600 mm) 12 to 25 No.200 (0.075 mm) 0 to 8 Note: For open-graded bases, gradation conforming to ASTM No..57 crushed stone aggregate is recommended. It should be kept free from sediment throughout the entire job. The gradation for No. 57 material is given in Table 4 below: Table 4 ASTNI No.57 Gradation for Open-Graded Base Sieve Size Percent Passing 1'/2 In. (37.5 mm) 100 1 in. (25 mm) 95 to 100 '/z in. (12.5 mm) 25 to 60 No.4 (4.75 mm) 0 to 10 No.8 (2.36 mm) 0 to 5 PART 3 EXECUTION Note:The specifier should be aware that the top surface of the pavers after compaction may be 1/8 to 1/4 in. (3 to 7 mm) above the final elevations after compaction. This difference in initial and final elevations is to compensate for possible minor settling. 3.01 EXAMINATION Note: For vehicular areas, specify compaction of the soil subgrade to a minimum of 95% standard Proctor density for dense-graded aggregate bases. Density should be monitored in the field with a nuclear density gauge..Compaction of open-graded bases should be with at least five passes of roller compactor without vibration. Stabilization of the soil and/or base material may be necessary with weak or saturated soils. 15 A. Verity that base is dry,uniform,even,free of any sediment(if open-graded),and ready to support sand, pavers and imposed loads. B. Verify gradients and elevations of base are correct. C. Verify location,type,installation and elevations of edge restraints around the perimeter area to be paved. D.Beginning of installation means acceptance of base and edge restraints. 3.02 INSTILLATION A.Spread the sand evenly over the compacted,dense-graded base course and screed uniformly to 1 - 11/2 in. (25-40 mm)thickness.The screeded sand should not be disturbed. Place sufficient sand to stay ahead of the laid grid pavers. —OR— A.Spread the No. 8 material evenly over the compacted,open-graded base course and screed uniformly to 3 in.(75 mm) thickness. Compact with at least two passes of a plate compactor and place a thin, even,and loose layer over the compacted surface. Place sufficient material to stay ahead of the laid grid pavers. Keep free from sediment during entire job. B. Ensure that grid pavers are free of foreign materials before installation. C. Lay the pavers in the pattern(s)as shown on the drawings. Maintain straight pattern lines. D.Joints between the pavers shall be between '/16 in. and '/a in.(2 to 4 mm)wide. E. Fill gaps at the edges of the paved area with cut grid pavers or edge units. F. Cut grid pavers to be placed along the edge with a double-bladed splitter or masonry saw. G.Compact and seat the grids into the screeded[bedding sand][aggregate] using a low amplitude, 75-90 Hz plate compactor capable of at least 5,000 lbs.(22 kN)centrifugal compaction force. Note:A rubber or neoprene pad between the compactor and grids may be necessary to prevent crack- ing or chipping. H. Vibrate and compact the pavers again,sweeping[top soil][the small fraction of the No. 8 aggregate] into the joints and openings until it is within 1/2 in. (13 mm) from the top surface. This will require at least two or three passes with the compactor.Do not compact within 3 ft(1 m)of the unrestrained edges of the paving units. Note: Choose paragraph H below when designing pavement for storm water runoff control without grass and topsoil.Delete paragraph H above and paragraphs J through L below. H.Spread ASTM No. 8 aggregate and fill openings in the pavement. I. All work to within 3 ft(1 m)of the laying face must be left fully compacted at the completion of each day. J. Broadcast grass seed at the rate recommended by seed source. K.Remove excess [topsoil][aggregate]on surface when the job is complete. Note:Use L below for installation with grass and topsoil. L. Distribute straw covering to protect germinating grass seed. Do not traffic pavement for[30] days. M.The final surface elevations shall not deviate more than t'/s in. (t10 mm)under a 10 ft(3 m)long straightedge. N.The surface elevation of pavers shall be '/s to '/a in.(3 to 7 mm)above adjacent drainage inlets, concrete collars or channels. 3.03 FIELD QUALITY CONTROL A.After removal of excess top soil/aggregate,check final elevations for conformance to the drawings. Interlocking Concrete Pavement Institute 1323 Shepard Drive, Suite D Sterling,VA 20164 ic PI Phone:703-450-4998 Fax:703-450-0482 MEUMUM COIVCI2ECE E-Mail:ICPI@mail.wdn.com PAVFMEWINS rF TfE Web site:hftp://www.jcpi.org/ICPI a In Canada: ' .. P.O. Box 23053 55 Ontario St. Milton,Ontario L9T 2M0 16 t} CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FLORIDA 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 02-00024896 Date 1/06/03 Property Address . . . . . . 2030 BEACH AVE Tenant nbr, name . . . . . . PAVING,DRAINAGE,UTIL.ONLY Application description . . . TWO FAMILY RESIDENCE Property Zoning . . . . . . . RES GEN MULTI-FAMILY Application valuation . . . . 0 Owner Contractor ------------------------ ------------------------ HEANEY, JOHN J. OWNER 2030 BEACH AVENUE ATLANTIC BEACH FL 32233 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . PAVING,DRAINAGE, UTILITY ONLY Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 1/06/03 Valuation . . . . 0 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 BUILDING MATERIAL,RUBBISH AND DEBRIS FROM THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE.AND MUST BE CLEARED UP AND HAULED AWAY BY EITHER CONTRACTOR OR OWNER. "FAILURE TO COMPLY WITH THE CONSTRUCTION LIEN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS"ISSUED ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW. BUILDING OFFICIAL 69A �; I•�r1r 'onvrwirmu Jumvr_.T VC- LOT 704 BLOCK AS SHOWN ON MAP OF IVORrH 47-Z41v7-IC ,BEACH U�vir Al.? 3- AS RECORDED IN PLAT BOOK �`� PAGE 212 OF PUBLIC RECORDS OF DUVAL CO. FLA. (:S" G 49-8 c) "Aa U3 C�• 4Aaa.. ,C ,$)/X 'wmn L 70A r r. cr Q NAB U3 c-- 61A 611 ,wtB 01105.9/ rz� 1z tr•�`"°^�E E 205.9 70A /✓A$ 6/3 �a0 '�3n r ' ro Fan ravParyl+ % + IC 1 f rz,cP L7vA N/4-r�, Li-3 mO .verde �Lv�,v�7'sleC•t� �1 •� J' y CD • . 43LA C / AVENUE- Jim harrison & associates. inc. LAND SURVEYORS P.O.BOX 23161 JACKSONVILLE. FLA 32247 904/731.0722 LEGEND i HEREBY CERTIFY THAT THE ABOVE -or WAS SURVEYED BY I-{I ME AND THAT THE IA!'VE441A.16 IS LOCATED UPON SAME 6 CONC MON MYhh/ AS SHOWN AND THAT THERE ARE NO ENCROACHMENTS UPON SAID �+` t• • IRON Ccn(SET) C.0r /0 —x—FENCE k :• i o IRON COR(F0.) �•�iNF f{C� .). JAMES 0. HARRISON JR PLS- CROSS CUT - t�hlaAtt`. SCALE 11, "•"7 i `— REGISTERED SURVEYOR. NO 2447. FLORIDA — _t ORDER HO :--..._--- - y 111 L3 3 b 1s t-13. 6t nub ro 1 �� �Le:-sores a.e pC7—C, 9nN?/,V M7Vi ub. 1 40200-YCL •1 �.Os 1 oz©o-v --P/ 20GIE b4 l b9 0 to �a _ otc�, p ivrznr�/vPOnio� �Ni r ` n ff u chS•� - Gf2'7 bOa c�z.i,�o 7--tOnrrw�S 2v 99t j S? (x 3) b�S9 (x3) s SDSI-SSi570 ',18fp vANoaf�o7 q0 � . 3VVH .hUV0fw W 1 Y L9 d .r olci T. 9 72 �P 69 ° V b VIC n� fr�t i d k f°a ILd b IL o..h ,OO rn �I ..T �' f ti 0200•?il.bfl � //Z�� tip000 jot co Li 9 L 113 nF�o c6'/ op Com be 9 bbl s c� s OL $ Z000•611h91 + �V 9L ^91L671I 4 401-00 L L a Oer V L d rA .4° �rt { 81- ►sorc�o�yo " °r�4 V 9L ai^ 6L �°, -L33zi 1S H-L 02 SL�-)000 ZZL 6!s O n Axa) oooEO OUZO W n OWO F�Co�1 Zz16�IV 09 t691 ZZ t69tn 0000 f,(;b'J:• k O;aGt?fyfr?I o C r i• �� �� btZi-$OL-S bG n T �, f!!.'b194ti0 d - L oOPO-ZZL6%I (n s E oaoc v t67� ,o .TV �1S�?► Sc'�O-.J� b�I _k ` z � 9'+4i•liSS YO ftus-,#4.9 s pro c i ME]1%Ulifi{+h1ifLSJ'. •. itlLLc, L CITY OF ATLANTIC BEACH No. 0080 FLORIDA December 17 Iq 87 NAME John Heaney ADDRESS 2030 Beach Avenue CITY Atlantic Beach 32233 ( 195.On T 1 9 .DUCK 2, 02 1A 12/17/C 00 .00CA('' 2 02 1A 12/17/0 001.' Hydraulic share for engineering,surveying and consstruction ##40,229-00 $1,000.00 Water Impact pee #40-343-3700 p A I. D $195.00 DEC 16 1981 $1,195.00 2030 Beach Avenue PAID_ DEC 1 .1 1981 z> -3 m r C-.) '� OM ;Vm ►� > lered, This Becomes an Official Receipt MAK c f Received Payment �Z I > O Xco TREASURER CITI y y z n m r 'l O :;a —r i cin t/� rri z C r a O- Gn m y :2,:) p rTi mw e r Z 52 m 0 "I rTi e r w o n > m > i.n 0 --i . , s a p m Cpv) m b wa Cd n iZ< o c� w > w on �� � cio Q On 0Z = C° f o a mr City of Atlantic Beach Fixture Unit Worksheet for Water Impact Fee FIXTURE UNITS ARE ESTABLISHED AS THE MEASUREMENT OF WATER DEMAND FOR EACH WATER FIXTURE UNIT INSTALLED AND CONNECTED TO THE CITY WATER SYSTEM. THE WATER SUPPLY CHARGE IS HEREBY FIXED AT TEN DOLLARS PER FIXTURE UNIT CONNECTED TO THE CITY WATER SYSTEM. __BATHROOM GROUP CONSISTING OF _____SERVICE SINK TRAP STAND WATER CLOSET, LAVATORY & BATH (8> TUB OR SHOWER STALL (6) WATER CLOSET VALVE WATER CLOSET, TANK OPERATED (4) VALVE OPERATED (8) BATHTUB/SHOWER (2) _____URINAL WALL LIP (4) SHOWER GROUP PER HEAD (3) -----FLOOR DRAIN ( 1) SHOWER STALL DOMESTIC (2) ___-_LAUNDRY TRAY (2) LAVATORY ( 1 ) _____COMBINATION SINK AND TRAY (3) WASHING MACHINE (3) POT, SCULLERY SINK (4) --( --DISHWASHER (2) ----- WASH SINK EACH SET OF FAUCETS (2) _ ---KITCHEN SINK (2) DENTAL LAVATORY ( 1) _ KITCHEN SINK WITH WASTE GRINDER (3) -----DENTAL UNIT OR CUSPIDOR (1) BIDGET (3) -----URINAL STALL, WASHOUT (4) _FLUSHING RIM SINK (8) ____ COMBINATION SINK AND TRAY WIT) _ 'FOOD DISPOS. (4) _____URINAL, PEDESTAL, SYPHON JET BLOWOUT (8) _____DRINKING FOUNTAIN ( 1/2) LAVATORY, BARBER/BEAUTY SHOP (2) _____LAVATORY, SURGEONS (2) SURGEONS SINK (3) _/---ICE MAKER (1/2) TOTAL FIXTURE UNITS ! /_ @ $10. 00 EACH -------------------- JOB INFORMATION J 5' w, - DEPARTMENT OF BUILDING CITY OF ATLANTIC,BEACH umber: +6"356 s Addie : ' 2034 BEACH< AVENUE TypeI'LC11$$INC ATLANTIC BEACH, FLORIDA 32233 CDtBS."+ f dark. ALTERATION , - ---------- Ty'► tr . . O. D LEGAL OI a ;POCCC'V'080' J e: SISe tion 'Pro , TOwiship: RUG: gDt$. Cade: 0, SubdiVislOn NORTH ATLANTIC BEACH Rmat4dVSA tie: Impro t Cost : SCI CSC+ Total Fees 5C t Amount un Paid; Late, :° 2/ 1/§3 =F r ya V"E tUE jqrwa W'A'IL IMPACTT FEE $0 .00 t « m PLOP 2213 LR IMPACT PEE $0.00 tM LTTLR �y $CI .4C1 A ami T E , PLUMB;NG W'A'FER TAP $0.00 Add .re .:` 3 R INL .ROA,b ' SEWER TAP t?' 00 VI L, P`L HYD RAd .. o:44_ , R � �LCT FEL 0 . 00 fi Y SZC. IMPACT FEE v.. ,vn w.nmN':P'�""+rtax.'VF4WN9ro m F+ ryagid u...v ,�p { r , NATES; NOTICE= ALL CONCRETE POAMS AND FOOTINUS MUST BE INSPECTED 9EFORE POURING PERMIT VOID SIX MONTHS AFTER bAtEC)I:ISSUE f 4UIkiIfCi MATERIAL,RUBBISH.AIV© DES 18 FROM THIS WORK MUST NOT BE PLACED IN`PUBLIC SPACE, { CL iA,I�ED UP AND HAULED"AWAY BY EITI,ER CONTRACTOR OR OWNER AND MUST B€ it�A# URE Tp COMPLY WITH THE MECHANI S': LIEN LAW C N RESULT !N ' " PR P�ERTY WN R PAYfNG TWI Ft R BU#L.C�11�iC " NNP NTS ISSUE0 AC.CORDING;TQ APPROVED.F' IANB'WHICH ARE PART'OF THIS PrtR AIT"ANDS.UBJ RFVOCATI VIOLATION Qi?APPLICABLE PROVI$IC+N$fJ LAW. ..ATLANTIC BEACH'BUILDING DEPARTtYIENT' Yt t CITY OF ATLANTIC BEACH APPLICATION FOR PL.UMBING PERMIT JOB LOCATION: ZD3d gfAt (4(- OWNER OF PROPERTY:___J __14iM tj -' ___ _____----------___---___--__ BUILDING CONTRACTOR: PLUMBING CONTRACTOR _ ���- ��c4w)61pjb- ______ ` __ _--------.______________________ AND ADDRESS: D --------------------------------------------- TELEPHONE NUMBER: ----------------------------------- STATE __ r---------------------STATE LICENSE NG: � ��a� 3�5- --------------------------------------------- TYPE OF BUILDING: ___ ° ` ---------------------------------- SINKS __________ _______________ ..___SINKS -------------SHOWERS LAVATORY --____________WATER HEATERS BATH TUBS _____________DISHWASHERS ----- URINALS -_-_---e__-_-DISPOSALS CLOSETS WASHING MACHINE FLOOR DRAINS --------------SHOWER PANS OTHER_�� ��lhJCr _ b 1 pt-1D LUAYTf,'�L L-/Nhs TOTAL FIXTURE COUNT: x $3. 50 815. 00 = 8_____-__-� ---------------------------------------------------------------- INSTALLATION OF PLUMBING AND FIXTURES MUST BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE SOUTHERN STANDARD PLUMBING CODE. CALL A DAY AHEAD TO SCHEDULE INSPECTIONS - (904) 247-5826 DATE: 51-3 PRE-SERVICE DIVISION JACKSONVILLE ELECTRIC AUTHORITY Zj3 WEST DUVAL STREET JACKSONVILLE, FLORIDA 32202 THE FOLLOWING FINAL INSPECTIONS) HAVE BEEN MADE AND ARE SATISFACTORY: ------ ---------- ------------------------ nERE BUILDING INSPECTION DIVISION cc:FILE 1/ 72)-7 ( CITY OF ATLANTIC BEACH, FLORIDA Approved by APPLICATION FOR ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPECTOR: DATE: _ 192 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH AREA PART HEREOF, AND IN ACCORDANCE WIT TH LECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES. Q ELECTRICAL FIRM: E EL T CIAN IGN U NAME n eAA10 ADDRESSr->f-9-F0 �G�C.,�f l/-4e RFD BOX BLDG.SIZE BETWEEN: RES.-fiZEAPT.( ! COMM.( ) PUBLIC( ) INDUS. f 1 NEW( ! OLD( ) REW. ( 1 ADDITION ( ) TRAILER ( ) TEMP.( ) SIGNS ( ) SQ FT. SERVICE: NEW( ► INCREASE ( ) REPAIR FEE CONDUCTOR SIZE AMPS COPPER I ALUM. SWITCH OR BREAKER AMPS PH W VOLT RACEWAY EXIST.SERV.SIZE ' D AMPS PH W C>?V"L VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE I NO, SIZE LIGHTING OUTLETS CONCEALED OPEN I TOTAL RECEPTACLES CONCEALED OPEN I TOTAL 0•I0 AMPS. 1 31.100 AMPS. SWITCHES INCANDESCENT FLUORESCENT&M.V. FIXED 0.100 AMPS. OVER APPLIANCES BELL TRANSF. AIR H.P.RATING H.P.RATING CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT: KW-HEAT O.1 OVER MOTORS H.P. VOLTAGE PHS NO. 1 H.P. VOLTAGE PHS MISCELLANEOUS c ` 6333 r DEPARTMENT OF BUILDING CITY OF ATLANTIC BEACH -PM ------IT INFORMATION ;. --_--- � .. �...��.. � LO, ,AT I ON INFORMATION Frmit Number. 6333 Address: 2ft�3 :ACH AVENUE P*`mit Type, BU*LDINtOTI,�ANTIC BEACH, FLORIDA 32233 'As of, :work`: ALTERATION _�..,._�..�„ LZOA� ZI£BGI IPTION - _� ....__... no tr. T. 'HOIOD , RA.NE Litt : ��l��aCk>� � S..ection: expos �d + : S ROIL FAMILY 78 -Township., RNO: Q w 11 a11�JS R Coad . . 0 Subdivisx can. NORTH ATLANTIC BEACH st fated Value: ti,40 » .UC1 Improv< Cast $0- 00 T'ttt 1 P s: $120. 0 A vi Amount /25/93 r.ko ANDN I�dl�t�1�1B . TTONw` * RPL4ATIOM FEES „. N ''' . , � ' $�120 .00 :A ` ENE lPACT FRE Ct 00 p AFI , FLORIDA IMPAC FEE � ,xA $ Q,O � Pbss ,� "oo"se"i . ' /"" AIS N OA .R.H.R,. S. �$��`��oo ..�� ..,. O ° FORMATION ------ RADON OAB $0R00 { Ne T3 C 2'RUCTI WATER TAP $0.00 I .. .. 1,51 EWER- JUA TAP ACIC LLE, Eh 322 10 HYDRAU00, SHARE w O # 0 n Typo. tt REINSPECT FSE " _$a,00 , B �� BEACH IMPACT FES � 1 ,a» ..,a ,rkw, j NOTES: � q PAID JAN 2 8 1993 c NOTICE—ALL CONCRETE FORMS AND FOOTINGS MU8T BE IN�CTED EOl:ORE POURING i PERMIT VOID SIX MONTHS AFTER.DATE Of155411` BUILDING MATERIAL,RUBBISH AND DEBAPS FRQM THIS WORK MUST NOT BE PLACED IN,PUBLIC SPACE,AND MUST BE { CLEARED UP AND HAULED AWAY BY EiTI HERCONTRACTOR QR OWNER FAIL»URE'TO.MAIM,' 'WITH,TIE ME�HA��tIC �L.IE'N LAW CAN RESULT IN "t`WE'PRC PROPERTY WN . PAYING TWICE,FO BUILIDI 6 IMPROVEMENTS." 'ISSUED ACWADINiQ TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AN0,S UBJECT Tq REVOCATION FOR VIOLATION OF APPLICABLE PROVISI©NS,OF LAW. ATLANTIC BEACH BUILDINi,1,r DEPARTMENT "j"071, 777777 To, , - r1NANC1P%%.PR1wT1NGOCM»W . 15�� 'lacksonyvfile: � ^, � ���K��� ��K �»m�°=� u'~ (rxc,^ovw nvrLImYc) ' To whom it may concern: The undersigned hereby informs you that improvements will be rvndr to certain real nronorhx and in oocnnloocx with xccdoo 713.13 of the Florida Statutes, the following information is uintcd in this NOTICE OF COMMENCEMENT, /--^^--------------------------------------------------------------------------- ------------ ---- --- - h� � _ ( _,� � 8 ��^ General description of lnonrovoozcots --\�- ��/�l���c��_---�����. -- �-T------�=�sn^°���� _ ----------------------------------------------------------------------------------------------------- � Ovvper -1���.c_-----��--�����:-�:-_---x �� ______________________________________________________ -� 4ddrcx ~���� ~��-�-~�.--_����-��-z�--_�--�c-��--�_-�_������z==�-��, Ovvoor'x interest in site of the ionrovcrucot -----_-____--_--________________________-___-_--_--_-_- Fee Sio`nlcTi8cholder (if other than owner) __---__r_~___---_-___________________________________ Nuroc --__--------------_-------------------______-____________________________________________ /\ddrcxx ------------------------------------------------------_-----------------------_---_-_ I{eo��ale, I��o. Contractor --------------_------_-----___----____________'_________________________________ _ Address _l533_Osceola-Street, _jaoksonnllle,_ Florida 32204 ---------------- Surety _______Gozctr (if any) ------------------_--_-----------_—__-___-____-_---------_-----------______ � Address ---_------------------------------------------------------------------4m"uutnfbon8 $------------- 0:,ov and iddr [ yo,00 mxking x iouo Co, th,coo,trouion of the inym,,n,,l.ts. Name ---_------------------------------__----_--___________-________________________________ 4ddrcx -_---_---_------__--___-_--______--____--_-__--_-_----___-________________________ l4 of person ,vidJn the State of Florid', ot6o U`,n }1im^{[ Joigo**] by v°oo vpon nboo` on6os or od,:, Jocvn`cot, ni-,iy be served: � /`� ' � � - zxuouc ---_------- -_ _ _ ___ -------_---_-------------- -_- -- ----__-__________________________--_-______ __ Address ------_---__-_-----_-----_------------------------------------------------------------_--_ Io addition to himself, o`vocr designates the fuOuvviog person to rcco1ro u cony of tbc Lionor'x ]Yntica as provided in Section 713.06 [%] [b]. Florida Statutes. (Fill in at Dn,ocr'x option). mauo -_-----_______________________________________________--_____________________________ ` Addreso ------------------------------------------_-----_--__--------_----7----- ------------------- ^ ' rnmANcIAILPRI wnmGO]wJvv/ 0-��(�'�� /��" �� .�� � ���UU�� �K -- -'-- - ' -- --------'--~ /rx,p"rw Dm,uc^rc` ' To whom it may concern: The undersigned hereby informs you that bnncov,mcnb will be cnpdc to certain real property, and in accordance with xccUuu 713.13 of the Florida 3txiuie,, the following iofv,rnodoo is xtu(cd in this NDI2CD Or COMMENCEMENT. 3 v--�___/r-- \ ( ---_-----------_-----------_-----_-___--_-----_----------____________________ Ocp,rul description of improvements ----------------------------------------------------------------------------------------- U �_ P,-\ � c]p/uor --K����_- -� -,, �_� �—r �� ---- -_��� _____--_____-----------_ _ � - ----_----_--_-_-_-_--_ ^�� ' Address ~ c��_--�-~*�---- Owner's interest in site of the improvement ---_---_____----____-_--__________________________ Fee Simple Title holder (it other than owner) __________ '.--- --------_----_--_---------------_---__-________--____---_---_-_---_-_--__------_--__ Addrco -----_-----------_---_------_--____________'-__--_--___________________________ }{er���alev r�c. �uu�c:c�or --_-_-_-----_I--__----------_--______________-___________________________ Address -_1533 Osceola Street, _Jaoksonville,--Florida 32204 Surety (it any) -----------------------------------------------__--~-------------_----_----------- Addrc,!-- -----_----_---_---_-----_-_-_________-_-__--__--_-/\nvouot of bond $__--_______ h/,mc and addr s f n yo,ou making x loan for the coouo'c6m` of the inym"m`cil.o. c^aoc ' ___-_-__----_____-__----___------__ _____ 4aucco --_-------_---------__--_--__-____--______--_------------------------------------ Mu^e of person wid`6u the State of Florida, other than himself, deiignated b, oxncr upon rbvn` notices or od`c, Joo`nuut, rniy be served: X \ � /m ~T N -------_-------_---__-------__-_______________________________________________ Audross -_-_------__--------___----_-----_-------------------------------------------------------' In addition to himself, n`vorr designates the &xDuwinC person to receive x xuny of the I.icoor'x Y{odcu as provided in 3ocdno 713.06 [2] [b], Florida Statutes. (Fill in at Owner's option). x / PJ ^'� ��uc -----�--�� -_--_--------_----------------------------------------�-------------------------- Address ------------------ _______________ CITY OF ATLANTIC BEACH BUILDING PERMIT CALCULATION SHEET Address d 1 3 6 ! /�-C r-f U F F"P�If CF Date l ` � S- - S3 Heat-ed Square Footage @per sq ft = $ Garage/Shed _® $ per sq ft = $ Carport/Porch �l��i @ $__ .per sq ft = $ i Deck �f � $ per sq ft = $ Patio � ����e $ per sq ft = $ d � TOTAL VALUATION: $ Total Valuation 1st $ v n c-� GS $ Remaining Value $S- per thousand or portion thereof TOTAL BUILDING FEE $ d `' + 1/2 Filing Fee $ o. " ( ) Fireplaces 0 $15 .00 $ BUILDING PERMIT FEE $ /-Do BUILDING PERMIT $_ L,D[,o WATER CONNECTION $ - 0 - SEWER CONNECTION $ -4 — CAPITAL IMPROVEMENT $ - ( ) RADON ( HRS ) .0095 $ o - ( ) RADON ( CAB ) .0005 $ - SECTION H PAVING ( ) $ - o HYDRAULIC SHARES $ OTHER $ GRAND TOTAL DUE $ ADDITIONAL PERMITS OR FEES - Mechanical_ Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank_ ; Wel l _ ; Sign Finish Floor Elevation Survey _; Other_ o J AN 2 01993 Building and Zoning CITY OF ATLANTIC BEACH PERMIT APPLICATION REMODEL, ADDITIONS OR ALTERATIONS DEMOLITIONS Owner ( s) r- - -I!-, t' -- r�`�__ -___ __ __----------------------- Address _ � 1, cn,c� `? Phone: -- -3 -7--- Lat # Block or Unit # �_ Subdivision:_____\_____________ Contractor Describe work to be done: _Ir-e � ��_ C,�`.��._s �ut� _______ ------------------------------------------------------------ Present use of building :_ r^J �rt-�---------------------------------- C., _FC&_��`�C-�________________ �� Valuation of Proposed Construction: ____ 1� � v C) . _-- ------ ------------------- Proposed use ---------------------------------------- Ifs this an addition?__ 1-\ J_-- If yes, what are the dimensions of the added space: ___Y�Aft. X _•_h Aft. Will the added area be heated and cooled?_ V\ _A__ New electrical (or increase) ? (�N C-I New plumbing fixtures?Nv New fireplace? KO New Heat/AC?---(N 0- SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT, IF OWNER IS CONTRACTOR. J; y Signature OWNER: _ -_-____-_•- Date.:/'; _----------- Sir_iriature .CONTRACTOR: _ Date:_/_��_� __ 6 a v p,O pP Q ?010 JAN �rg�3 �`A ^ 5< Date: To whom it may concern: This letter certifies that Kendale, Inc. , General Contractor, has filed a Notice of Commencement with the City of Jacksonville and that original recorded Notice of Commencement has not been returned to Kendale, Inc. in order to post at this jobsite. In lieu of that notice, please accept this letter. PROJECT SITE: c es. cmc L OWNER' S NAME: CONTRACTOR: Kendale, Inc. 1533 Osceola Street Jacksonville, FL 32204 Sworn to and subscribed before me this /8 z`" day of 199�- Notary Public 1 _•t n /e � 1�7 fih ���1t i'�Q ^�:.z• thPli�r 8n a qy, 2030 Beach Avenue Atlantic Beach, FL 32233 August 7, 1991 Mr. William I. Gulliford Mayor of Atlantic Beach P. o. Box 25 Atlantic Beach, FL 32233 Dear Mayor Gulliford: Attached is your letter dated October 23, 1989 and Mr. Bob Kosoy's letter of August 6, 1990, both of which refer to the flooding problem which we began experiencing two years ago at our home at 2030 Beach Avenue. Please note your phrases as follows: "steps to alleviate. . . . . .affect an immediate solution. . . . . .begin construction of improvements shortly". On July 23 , 1991 we began calling Bob Kosoy explaining that water was rising on all sides of our home and that we needed help. Nothing happened and on July 26, 1991, after a heavy thunderstorm, water started coming into the house (see photos enclosed) . At this point my wife and I were forced to vacate the property. We had been without toilets for a week and now we had two inches of water inside the house in addition to the eight inches of mosquito breeding water outside. We were now "homeless" due to the lack of storm water drainage in Atlantic Beach. The purpose of this letter is not to threaten legal action or news media coverage, or to list my heavy personal and financial losses, but to plead once again for help from our Mayor. Atlantic Beach must proceed immediately to construct a permanent storm water removal system for our property. The pumping that occurred on August 1, 1991 demonstrated that the solution is not difficult. A two block-long drain pipe connected to t ,.e existing culvert will put an end to this intolerable situation. An October or November solution is not acceptable. We need help now! We remain "homeless" , waiting for the City of Atlantic Beach, and you personally, to provide the solution that was promised two years ago in 1989 . Very truly yours, Work phone: 783-5611 o eaney CITY OF ATLANTIC BEACH, FLORIDA el eY APPLICATION FOR `ELECTRICAL PERMIT TO THE CHIEF ELECTRICAL INSPEDT'OR: dATEs F { ,9 IMPORTANT NOTICE: IN CONSIDERATION OF PERMIT GIVEN FOR DOING THE WORK AS DESCRIBED IN THE FOLLOWING, WE HEREBY AGREE TO PERFORM SAID WORK IN ACCORDANCE WITH THE ATTACHED PLANS AND SPECIFICATIONS, WHICH ARE A PART HEREOF, AND IN'ACCORDANCE WITH THE ELECTRICAL REGULATIONS, CODES AND CITY OF ATLANTIC BEACH ORDINANCES, ELECTRi fIRM: T T C A NAME_!7-L _r.._ ADDRESS: ,205n ' il'44,-A RfDX BLDG.SIZE BETWEEN: RES.. APT.( ! COMM.I i PUBLIC I I INDUS.1 1 NEW l I OLD ) REW. ADDITION I 1 TRAILER t 1 TEMP.I I SIGNS ( # SO. FT. SERVE:., NEW( ! INCREASE I I REPAIR i ► FEE R gIZE AMPS , . COPPER ALUM. CH Qff IMPR PH W. VOLT RACEWAY RXIt�SERV.SIZE ISO AMPS PH. W a�C VOLT RACEWAY FEEDERS NO. SIZE NO. SIZE No. SIZE �; HttNG QUTLES. • LED OPEN TOTAL 777,77 IREGEPTACLES j'... . CONCE$I.ED OPEN. TOTAL O•$O AMPB. 81.100 AMPS. ItSAfITCHE3. ` 1 NDESCENT FLUORESCENT&M.V. l�tXED0.too AMPS , 0VBR . AP ,1ANCF BELL TRANSf. AIR ' H.P..RATIFIQ. .. .., ; , H.P. RAI , G CONDITIONING COMP.MOTOR OTHER MOTORS AMPS CEIL HEAT": KWHEAT Ott Out MOTORS H.P. VOLTAGE PHS NO. I H.P. VOLTAGI~` PHS wo TRANSFORMERS: UNDER SifO'V. OVER 600 V. fiber reinforced concrete is not recommended. It is my opinion that the discrepancies outlined above be explained to the applicant for clarification. Also, I suggest that you request from him to provide with signed and sealed drawings prepared by his engineer, Mr. Lawrence E. Bennett. ILhave questions or is I can be of any further' ass stt me know. Si c 3 .G. rZ c. File �r NADEEM ZEBOUNI, P.E. Tel: (904)285-9890 � r Fax: (904)273-4254 July 14, 1994 Mr. Don Ford City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233-5445 Re: 160 Belvedere Street Atlantic Beach, Florida Dear Don; Recently, I received from you the permit application on the subject residence. After careful review of the structural contents, follows are my comments: 1) The engineering tables are based on the 1989 Revision of the Standard Building Code (1988 Edition):, while the 1991 Edition of the code is enforced by the City of Atlantic Beach. 2) The drawings clearly specify 2.5" x 12" x 0.22" Royal Aluminum Super-Pan panels. However, "H-14" is checked while "3105-H28" or "H-38" aluminum is highlighted on sheet "2" of 11211. 3) The drawings show the posts up to the sloped 2x2 side beam while sheet "1" of "2" shows the posts terminating into a horizontal beam. Refer to Table "2" on page "12" for selecting size of tilt beam. 4) A width "W" = 60" is highlighted. in Table "3" on sheet "2" of "2" indicating a 7'-1" maximum height of uprights. Note that the drawings show minimum height of 8'-0" and a 6'-0" width "W" = 72". 5) A 2"x2" x 0.05" beam size is highlighted in Table "4" on sheet "2" of "2" while a 2"x 2" x 0.04" beam is indicated on the front elevation of the drawings. Also, note that the spacing of 6'-0" is larger than the maximum span ( i.e. 5'-8" ) for the heavier beam. 6) Typical wind resistance calculations were performed for a hypothetical wall condition neglecting the effect of gravity loads and using the 1991 version of the Standard Building Code (see Exhibit "A"). An 8' -0" high, 2"x2" tube post spaced at 48" on centers was assumed. Note that a deflection criteria of L/175 for glass must be satisfied and in the event other type panels are used and a limit of L/240 to L/360 must be selected. 7) Standard for Hurricane Resistant Residential Construction SSTD 10-93 recommends a 12" thick footing (see Exhibit "B") with double 6x6 - 10/10 W.W.F. 3'-0" at slab edees. The use of 200 EXECUTIVE WAY, SUITE 216 • PONTE'VEDRA BEACH, FLORIDA 32082 REPORT ON ENCLOSURE ADD=TION 160 BELVEDERE STREET AXI-A i TC BEACH, FLOR2DA POP,: C=TY OF ATLANT2C BEACH BU=LD=NG DEPARTMENT 800 SEM=NOLE ROAD ATLANT=C BEACH „ , FLORIDA 32233-54-4.5 JULY 14, 1994 BY: NADEEM G_ ZEBOUN= s P_E_ 200 E CUT=VE WAY SUITE 0216 PON-XE VEDRA BEACH, FLORIDA 32082 CITY OF ATLANTIC BEACH ELECTRICAL PERMIT APPLICATION ^,rc t J � Date: Property Address: Owner: fil a l e i'l 'S' e. Telephone#: Contractor: '/�f�r/� �` ��/ a/7 C,6X, LAY(': Telephone #: Wg� �7 Contractor Address: -5Ai Yr dA1breK'J5 .s i- J14X 32?Fax#: yo rl 7 9'6 e//9 In consideration of permit given for doing the work as described in the above statement, we hereby agree to perform said work in accordance with the attached plans and specifications which are a part hereof and in accordance with the City of Atlantic Beach ordinance and standards of good practice listed therein. Building: Building Type: ❑ Trailer Service: If other construction is ❑ New X Residence ❑ Temp. ❑ New being done on this building Or site,list the building r Old ❑ Commercial ❑ Signs ❑ Increase Permit number: ❑ Re-wire Addition Sq.Ft. ❑ Repair Conductor Size: AMPS: COPPER El ALUMINUM Switch or RACE Breaker AMPS PH W VOLT WAY Existing Service RACE Size AMPS PH W VOLT WAY Feeders: NO. SIZE NO SIZE NO SIZE Lighting Outlets CONCEALED OPEN Receptacles CONCEALED OPEN Switches 0 It)AMPS 011� 31 106 A Incandescent Fluorescent & M.V. Fixed 0.100 AMPS OVER BELL Appliances TRANSFER. Air H.P.RATING H.P.RATING CEILING KW-HEAT Conditioning COMP.MOTOR OTHER MOTORS AMPS HEAT Motors 0-1 H.P. VOLTAGE PH NO. OVER 1 H.P. PHS LJNDER600V OVER600V Transformers NO. KVA NO. KVA NoNeon_Transf. Ea.__Sign Miscellaneous /1/I/t-0Vr tAgf-100/ ,r 0 If 800 Seminole Road-Atlantic Beach,Florida 32233-9445 Phone: (904)247-5800 9 Fax: (904)247-5845 - http://www.ci.atlantic-beach.fl.us i r CITY OF ATLANTIC BEACH J 800 SEMINOLE ROAD 3 ;r ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 09-00000316 Date 3/09/09 Property Address . . . . . . 160 BELVEDERE ST Application type description ELECTRIC ONLY Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------- ------------------------ Application desc convert carport to garage rewire ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ EAGLE ELECTRIC INC. P.O. BOX 6266 JACKSONVILLE FL 32236 (904) 78-6078 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Permit Fee . . . . 70 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/05/09 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 70 . 00 70 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 70 . 00 70 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC IIEAL;H PERMIT APPLICATION REMOC)EL, ADDITIUNSOR AI.TEHA I Tf!I1''S' 1994 DFMOI.TTIOtiS P tF g a d P uis1s� C3s1 € o,iiidn j Owner(s) Address . _ ._._.__ hone: 0 _ .. .✓._ _ _ �--� --�---^^.� Sulaciivi�.ion: Lot 1t S�dZ 5r Block or Unit .__..-_-- _S4[flt2.-.�� '_ ._ Contractor : - Describe work to be done: --__--_--_____.. ._...__.___ ..._..___. __._.-..-_____.___ � qdW Present use of building . Valuation of Proeosed ConstructigrLL�_____ Proposed use:_____________-- Is this an addition? Vcf _ Ifyes, ' What arca the dilllellsions of the added: space:_____4Z_ft. X _ -_ � _ft. Will the added alcla be heated': and cooled? /JO New electrical ( or increase) ?_14_lU-_ New plumbing fixtures? New fireplace? d_New Heat/AC? _ SUBMIT THREE COMPLETE SETS OF PLANS, INCLUDING SITE PLAN, SURVEY, ENERGY CODE FORMS, NOTICE OF COMMENCEMENT, AND OWNER/CONTRACTOR AFFIDAVIT; IF OWNER IS CONTRACTOR. Signature', OWNER._ _ __. _.-- -.• Date: ._.4K Signature ' CONTRACTOR ' _ _ _ _ _ Date:_d5�i 1 P 1994 � ,: CITY OF ATLANTIC BEACH PERMIT CALCULATION SHEET Address 160 4 f- C,f dJc'-i2� Date_ o C/-- Heated Heated Square Footage @ $ per sq ft = $ Garage/Shed @ $ per sq ft = $ Carport`/Porch- @ S �� �r1 per sq ft = $ Deck @ $ per sq ft = $ Patio @ $ per sq ft = $ TOTAL VALUATION : $ �� C IP F0 /3- 00 $ Total Valuation 1st $ /4000 z _ /o. CC) $-1/0-C1 0 Remaining Value $s-.-I per thousand or portion thereof TOTAL BUILDING FEE $ + 1/2 Filing Fee $ ( ) Fireplaces @ $15 . 00 $ Q BUILDING PERMIT FEE $w � WATER IMPACT FEE $_ SEWER IMPACT FEE $ WATER METER/TAP $ CAPITAL IMPROVEMENT $ SEWER TAP $� ( ) RADON (HRS) .0050 $ SECTION H PAVING ( ) $ HYDRAULIC SHARES $ CROSS CONNECTION $ ( ) SURCHARGE . 0050 $ OTHER $ GRAND TOTAL DUE $ 3 " ADDITIONAL PERMITS OR FEES: Mechanical Plumbing Electric/New Electric/Temp ;SwimmingPool Septic Tank Well Sign Finish Floor Elevation Survey Other CALCULATIONS and/or NOTES: 8972 DEPARTMENT Of BUILDING CITY'PF ATLANTIC BEACH r n » P,11 1'' .tor, 1±1A'�ION �_..��„ _ ��,.�._�» LOCATION INFORMATION, . iA � fl Adt � L B ) VFSTREET, ier ' Type. U I)Iva, � � ATLANTIC' #EACN F �O�I#A �� ��� ._- _-- - ' Secti TT �I � Lot * 582 c 51crn P E . St 1 RNC �OL ode ,. Subdivision: ATLAT'N T( B ACK lue jimpr V, R rm quq a° JE 37 .54 RRNI ` � res DERE STR ET WA 1MPAC FEEA01 00 'I CII , P I,OI~t T E � � ' ' /{ RAYON OAS-MYR,.S. fl .DS ON — RADON CAB, 5. O ^ ME, 31 . TNC C* TEAL . Ro V tit '13C, II,LE,. F`L 32236 CROSS CONNECTION ,t Typ s I EC IMPACT o : tl t ARG9,34so; °Nf�tES: NOTICE ALL CONORET9 FORMS AND FOOTINGS MUST BE IN$PBCTEfl'BEFORE POURING PERMIT VOID SIX MONTHS AFTER DATE OF ISSUE 114 ING MATERIAL;RUBBISH AND'DEBRIS FROM'THIS WORK MUST NOT BE PLACED IN PUBLIC SPACE,AND MUST BE , i; „EARED UP AND 14AULED AWAY#Y ElTHER:CONTRACTOR OR OWNER AILURI. TO OMPL Y, WITH, THE MECHANICS" L.I N LAW CAN A '* I 'SMEPRO PRTI` OWNER PAYING TWICE FOR BUILDING INIIROVEM'ENTi.00 '' f 4uft ACCORDING TO APPROVED PLANS WHICH ARE PART OF THIS PERMIT AND SUBJECT TO REVOCATION FOR TION,0F, PRCIVI3lC+NS OF LAW. OOOOOM 00000Q0b0 0730 14 AT1Al�iT ACH Swum rA D 'PARTMENT Datel us/94 01 Rcpt; #073 4 �� 1312 S e�� 160 Belvedere 4 I VIS U 24 36 BAS -18 �UST ry if n P i FCP 0-3y Building 1 Site Address 160 BELVEDERE ST Atlantic Beach FL 32233 Building Type 0101 - SFR 1 STORY SOH Year Built 1977 Type Gross Area Heated Area Base Area 1224 1224 Unfinished Storage 108 0 Finished Carport 342 0 Total 1674 1224 ,E Paving Concrete 64.00 sf Screen Porches 216.00 sf S ` � 2 i ` 23 d � — I Cl a '� �T XS— 7 �144 4 �' 178 i 2.1 �o Y s # 1 y 55 9 CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS �r 800 Seminole Road 904-247-5800 ^ 3l�? Atlantic Beach,Florida 32233-5445 Fax 904-247-5845 PLEASE SUBMMiT ))CO PLETE SETS OF PLANS WITH APPLICATION. Date �`� a [PERMIT# Job Address Il© C L y�� j �� ,S� ISSUED BY THE CITY Permitee: l�'yrll cjl -TE Telephone#69,0 ) Permittee Address: I/_2k 0 )ZZ4 /17d�4J9/,eV Requesting Permission to Construct: Location: (Reference to Cross-Street)` //�� VW 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes ( ) No ( ) Date: Bell South Telephone Company , +� Yes ( ) No ( ) Date: Ferrell Gas L31 t' ,�� Yes ( ) No ( ) Date: Comcast ��✓� Yes ( ) No ( ) Date: 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as I�( required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is k4 authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be L performed under the supervision of /� / ( n rac or s roi Superintendent) located.at O �Yit1 C�?c/lc� J2 _ Telephone ?�i��v��OCi/ 4. All materials and equipment shall be subject to inspection by the Director of Public Works or 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. S. A sketch of lans cov this installation as well as, a copy of a re made a of this permit. Calculations shawin an increase in im ervious area on owner's lot or in the ci Ri ht of Way are to be included with this app lication. ,,:, 7, commence actual construction in good a e is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. ,,I OWNER �� �/LA �CAF1 Signed: te: 3 9 before me this [fes day of in the Co my of Duval, r State Of Florida, has personally appeared/?/—� °��AY �a L T E.HELTON Notary Public at Large,State of lori County of Duval. * * MY COMMISSION#DO1YrM My commission expir s: u2 � Personally Knox EXPIRES:J*Z2011 p�q�gcec�identification: 'S"60F f`�.a'' g g � Jar_(J 0 g� .._ Z -- �. V) m i z Z \..� 0 0 U w Cn rn LJ d 0 Z in z iLd 1 STORY FRAME � � } np STORY STUCCO DUPLEX N z ¢ � � � d a It 0 � Q ;ONC,;E rE OR.' d° FIN FL EL ( 12. 3 9) I 4 V) t- o Y © LY 0 6' WOOD FENCE Uj Z it 109. 89' IRON TO IRON 90. 15' SET IRON TO FOUND IRON y o > I a CL Ld Q 0 N Z UNIT 1 UNIT 2 UNIT 3 �Q �„ . D I ,� .«.,. \ 0 H I 1,160 S.F. 1,160 S.F. 1,160 S.F. ) �� o w pi z Q ! j of <' ��a PROPOSED 12' �,... m ..�, ._ i �_ �Q ACCESS GATE ' LU = Com. rV) m 2 _ ..: :: •. __ .,1..•_ _�_•� --. - ; �., r:j "" .Y ._ _ - .� W r' n r•. �.:., G r' '�" _ C 0.5' 'MDE wDOD BULKHgAD ,,`� 00 O z O .� ._ . ._ .. ;'! .. , "� .h.`_ .� �, -.�, _ ` �..�,... .., `. `terr w. ;" ..: �/� ^.J �. f Fy r yW p' {rte W Z W hrw`F_."J�I T•. I Y Or , WN.G C: 7 G-17, GCj kZ!G� W e ini _ GeG4. ' C r CONCRETE DRIVE 4W ya d 1 d Q 4 2 I{ U� ¢ 0 m UNIT 4 UNIT 5 UNIT 6 UNIT 7 o ►— i I hw ,,I 1,160 S.F. 1,160 S.F. 1,100 S.F. 1,007 S.F. \ 0 V 4 \\ Co "-L' �j 7 ^y94 U 0 $ 238.65' 0 QQ W PARKING REQUIRED ZONING: RG-2 RESIDENTIAL = 14 ,ww 1 BUILDING SETBACKS: 2 SPACE PER MELLING 1 FRONT - 20' TOTAL SPACES REQUIRED = 14 SIDE - 7.5' HANDICAP SPACES - 0 pw4 REAR - 2U MAX. BUILDING HEIGHT - 35' rrnn� � PROJECT AREA = 22,240 S.F. (.511 AC) V ' a MAX. IMP. ALLOWED (50 %) = 11,120 S.F. (.255 AC) _ _. _. ... ._ PARKING PROVIDED .�_^J�"J - DENOTES 50% IMP PAVING SURFACE ¢ �— w IMP. AREA CONSTRUCTED PARKING SPACES : 14 _ _ _. .. (SEE ATTACHED SFEC. OR APPROVED EQUAL) w z TOTAL BUILDING FOOTPRINT – 7,967 S.F. (.183 AC) HANDICAP SPACES = 00 o� TOTAL PAVING AREA (5,574 * 50 % IMP.) = 2,787 S.F. (.064 AC) TOTAL SPACES PROVIDED = 14 CO W W ffi IMP. AREA CONSTRUCTED (48 %) = 10,754 S.F. (.247 AC) = z F... "� z g 0Z Z DRAWING .. GE-1 AUG 2 8 ?pia ' r 4 OF 10 City of Atlantic Beach DATE: Building and Zoning AUGUST, 2002 PROJECT NO.: SBAC-GE1.0WG 08099 a-1�,y.''Y I_ tP r ` 4 riea Cf) z MAP SHOWING BOUNDARY & TOPOGRAPHIC O GRAPHI SURVEY'Y OF LOTS 69A AND 70A, EXCEPT THE EAST 100 FEET THEREOF, AS SHOWN ON MAP OF NORTH A TLAN TIC BEACH - UNIT NO. 3, AS RECORDED IN PLAT BOOK 13, U � PAGE 93 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNT', FLORIDA FOR: OCEAN BOULEVARD .DEVELOPMENT 7 Q ch LtJ 0 z Y GPOPF' 1� O o. o 0 mz m LLJm W Q �' ,� _� ( 1 STORY FRAME , z �; o o ¢ o x n 11.28 1.16 0 1 D.7 tt 9 L O T 7 1 A J N z p Z U m 4 °� 4 ° a a ° 2 STORY STUCCO 9 I DUPLEX a u i1 � � j T_ °I CONCRETE Ot71VE° FIN FL EL ( 12. 39) 10,4 O' i a C7 LL (, 18" CMP $ ° 4 11.1 ~� W "- I 306. 16 ' (MEASURED) R w LL_ ,°? � A���. p 4 • N, 7'S.OAK 8' WOOD FENCE---�..I ,0305. 91 ' (PER PLAT) EXISTING TIME OF CONGEf�TRATION � p.] • p x g[�ON-ON--•-ON-----ON-•---QI(Tj, OH-OH---OH•----OH-OH-----OH- OH----OH-�•OH---OH--�-OH-----OH-OH-DH•.pL-Ott W 11.7 xXx 20,61 6' �' _9.3 1�;1 �71� 10D, 00' `' [� Ld CONCRETE MITERS p 0 8'CAh 'T o.1' . � 0 5' E I R 0 N TO FOUND IRON � DUNO t/ " IRON � , z < � END SECTION z � 1 y IRO 8"S.OAK / ,1 0 9" O! ( 4 CAS •� FOUND 1/2" IRON TOP EL (10.47) • 9 .OAK g" 13"'fWs.OAK t,, 9'S.OAK .t� 9• j 4' EAST RLY (NO CAP) 0- TOP EL (7.02) Y 7"S.OAK / 0.5' WESTERL'r rho W p � � �' 14"PALM�^-� � IrI V' �r� ' f ' Q z d 1 .OAK C T K U f S d�� I 1�.4 UJ 0 Q z F 34"7RIS.OAK 11 6 S,OAK 7.5 VS-OAK 7,4 0 0 1 1 N 7 .OA 0 S. AK `'oycgeje n t`4FkY L9 ^r4 r A' Z (!1 ���p v -.... 00-3 1 2.6 N 10"PALM "S.OAK 1 "P M 15"S.OAK O.p. h " O' �~ W Q I zW � Q EPS BSOAK Q� 98� V1 12"s. AK ., 152 AST 100 OF LOT 70A ' ° W r 7.5 n7 ���MWW����"' G y 14"5,OAK �)v1 w O C P 7"S.OAK o 7'S.OA 4 4v 83 W 11,1 Ox �0 )/ G 1- 7"S.OAK a G /� �' 7"5 OAK � 1. "S "C M � O B"S.OAK �^. ' u� o 70P d AK L `� $ 9.s9 1137"OA EAST 100' OF LOT 70A s OT p7LtN05 �' � 196 (M SURED ALONG LOT LINES r , V W0p0PPORT 10"S.OAK rn c7' 12 6 7"OA / 0 �J 1 .4 teJ5E0 105,fx15Y1N0 ® '1 � � V) \ O PREVIOUOSCK / ® U' 9 SOAK 8" .OAX .0 N .�� OO 0.5' WIDE WOOD 1BULKHEAD +�^ y a•5 7 13"TWS.OAK `000CA4) f f®P,f 14"S.OAK O 10"S.OA 11"S.OA 0 �1 ° rY ►W C 0.5' WIDE WtlOO BULKHEAD v y ►W I 7. n/I 9.80 .. 12.28 0 7725 - � �9�2 76 X15 ' I Z 7"S.0 K F ,p l..W 11.45 ! 1Q.4 a j� j11�5.0AK ® ® 8"S.OAK 1 STORY r �� N I OO. ' p pj 7� >7 / �� tI 7.5 4.r4rc ® g"s.oA - - -7�\^ E- L I `�- 9 v t7- _ _ -- `180 119 o �.9 , " K V Yv L�- AVEC' N e� . t[� n 1'7 CONCRETE DRIVE S .y < 9"S.0 NO J y ^� ^c3 2.26 �'. 4 Na , ° v fq f t ALM 14 LM w O 10"S.OAK I N f L E L (9. 8 5) q�72"S,O 1 O.6 1x2.23 ) 15,7 l�Sy+ -1 N X76.60 -1 (` 7.3 ca"s.oAK y Il x`19 CD 8"S.OAK K ` ti?., �� � z O m 10"PALM '9 28"TRIS. �Q 0 11.1 ? ,� " Y. m 10"5.OAK 14"PAL >• �° 9 0 o 4 "' EAST 100' OF L D T 6 9 A f w o $ r $ 3 7.7 �A CA 9 HO Y 8"5.OAK u 11.56 4' (J! (/) d I Q 16"TWS. 7,2 8'5.OAK^� T12) EE!! �/- } ' 11.58 1, $ Q 7'S.OAK L �'8"S,OAK �_q _> t. 7"5. AK ,�2" OS,OA S. EAST 100' O F LOT 6 9 A p� 27"""HOXL"LY O S' wo00 L (MEASURED ALONG LOT LINES) `o_ "S.OAK 4"PALM OO D'` �. F RAM 7 H p 11,5 ,� E."`1 U O} 12"TWS.OAK (TYPICAL-) � N , m � � � F" � � 4 e"s.oAK �� � m u: ,y 0 N �A .0. 1�� �� }rte W � � '"Aro Q 10. t PALM w WOOD FRAME rr . O 11.45 8.0 s 14 LM 7"s.0 7 .OAK �' 8"s o) 1t'S.OAK �r 12.07 R,' 1-` j J y R 13'CUM{ J , co � D 71 o w o FouN , 4 ON ,7*s.oAK 23 . 6 5' - a (NO C ) " 9'0_l 18"T SOAK 1 0 0. 0 0' ` > "+ r °"s.DAK 338. 65' (MEASURED) Q 338. 49 ' (PER PL ) 1 JLJE;G_ ND g 16.7 10.1 1227 C/J FOUND CONCRETE MONUMENT 16' L O T 6 8 A 102 � 0 FOUND 1 /2" IRON (AS NOTED) O SET "I /2" IRON (LB 1 704) R RADIUS Lo CN L ARC LENGTH cy- (Y 0 CH CI-CORD LENGTH w Z c� n Lu R/W RIGHT OF WAY WqU n PC POINT CSF CURVATURE W w z z PT POINT OF TANGENCY - N0 �'ES : � � � � Q_o(N _ a�^O CMP CORRUGATE METAL PIPE 1 . NORTH ARROW SHOWN IS SCALED FROM RECORD PLAT AND IS FOR PICTORIAL PURPOSES ONLY. TRUE NORTH MAY VARY. r (Do EL ELEVATION 2. ELEVATIONS SHOWN THUS: AND REFER TO NATIONAL GEODETIC VERTICAL DATUM (NGVD). 0 zv INV INVERT 3. REFERENCE BENCH MARK : FOUND X- CUT ON SOUTH RIM OF SANITARY SEWER MANHOLE AT INTEFRSECTION OF COLINA AND SOAK SCRUB OAK 20TH STREET. EL ( 9 . 37 ) . ,- Q, 12" WOOD UTILITY POLE 4. THIS IS AN ABOVE SURFACE SURVEY ONLY. UNDERGROUND INFORMATION , EXCEPT STORM DRAINAGE PIPES, NOT SHOWN OR LOCATED. \ / OH OVERHEAD UTILITY LINE 5. LOCATED ALL 6 " OR LARGER TREES PER CITY OF ATLANTIC BEACH REGULATIONS. « � �.1 a 5D STORM DRAINAGE PIPE x FENCE W/TIES TO FACE DRAWING ° - 12 CONTOUR LINE EX-1 1 0 0 w LOCATED TREE 3 OF 11 DATE: , 2002 CL_ ARSON AND S S 0 C I ATES , .INCAPROOJECTJECT N NQ..:: � 1643 NALDO AVE. , JACKSONVILLE, FL. , 32207 08099 / ssac-Exl,Dwc 0 z p OA �° m z AT' SHOWING BOUNDARY & TOPOGRAPHIC SURVEY.J�",¢�'-'{f� Y O ° Q LOTS 69A AND 70A, EXCEPT THE EAST 100 FEET THEREOF, AS SHOWN ON MAP OF NORTH ATLANTIC BEACH --- UNIT NO. .3, AS RECORDED IN PLAT BOOK 75, Lai v-1 PAGE 93 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA FOR: OCEAN BOULEVARD DEVELOPMENT > Lj i w 0 0 z D o'0 = TG PQ0 Qe�o`� I C� �,a O M z co D 11.2811-16 t0.7 I �� 6� L O T 7 1 A 1 STORY FRAME „ o z Z O 11 m o 4 2 STORY STUCCO _j CNw D Li ! '9 I ° 4 DUPLEX a -q cn -- © rC o [Lcr_ ' mm U a� CONCRETE DRIVE o FIN FL EL (12. 39) G 18" CM $ v Q 10.4 11.1 A e I q 306. 16 ' (MEASURED) R w 'coo �` ,°? ' ,�� ^p a 4 ` 1� 7'S.OAfC B' W000 FENCE---� X305- 91 ' (PER PLAT) EXISTING TIME OF CONCENTRATION w to V 1 K r �� -OH OH--OH -OH---Q� OH OH----OH-OH-OH�---OH-�-•--OH-OH-OH-OH-OH----OH--•�--OH---�-•OHS OH cc 18 0 10 a _ .120A.16 _9.3 _ 1 I 14 100, 00' ❑ Z Ll- CONCRETE MITERE a'C ' fLLI END SECTION °� 1 9 IRO �' 8"S.OAK 1 5�I R O N T O FOUND IRON OUNp 1/ ` IRON �j a �h`�V` Q TOP EL (10.47) .1 OAK O 9~S. Oj ( 8 3627 FOUND 1/2" IRON i� �l INV EL (7.02) x •0 9,r 13"TWS.OAK W 9"S,OAK ,5�' 9 '� �,4' EAST RLY (NO CAP) i�" a 7"5.OAK 0.5' WESTERLY VV AJ' 14"PALM r Q z a ? 1 .OAK K L.�`CJ 41 to)/'4 10.4 O `+ Q j'• 8"51 AK c .. z F 34"TRIS.OAK S.OAK .5 7,4 O 0 1 ; N 7 .OAS. AK 4 OhC'4e�F Q •W nr� Fj r A I Z f-- ' ,`�1J,' ' Z 12,6 N 10"PALM "S.DAK 1 'P M 15�5.OAK O,q� n �. �� �/"lt w Q I LLI o 7 5 T EPS B SOAK �0 9 ao �� �, ,2"$ • ' AK 15 2 A S T 1 0 0 ' O F LOT 7 0 A��� ' ' `+/ o f1? qj, � 14"S.OAK Ai( M rn w C-) �' C P 7"S,OA r 3e-� 9.83 $ �o r./ O G 7"S OAK 7"s.°AK O A A ..0 M � 0 6"$.QAK � v 4 N. 11.3 " 75 OAK �, �oP I ~ L a 9.69 EAST 100' OF LOT 70A ® �� ,D"S.GAK o s9 a 1,9s 1 (rM SURED ALONG LOT LINES) y� Q 1 pILtNGS T co 1 .4 O �SEp oO SYxisTutc ® 1 12 6 7"oA pRENOUECK 9 S.OAK B- .OAK 0 c N �p 3 CO 0.5' NIDE WOOD BULKHEAD �'1 ` , W Q 4 \ = 13"TWS.OAK WOOD 0 014"S.OAK 10'S,oA 11"S.OA Q 12-228 7, ,`0• 0.5' WIDE WOOD BULKHEAD ,rt S ,g• 45 > W 0 z 8.5 I ('tYPICPL) ® YE ' Lll W � 7.7 7"s.o K ° ER q M� 9,80 �� ° ._...�- ,�1 , +. (n °11.45 ! 10.4 0 ( j11�5.oAK 0 8"S.OAK STORY TO��I1`4G �+ `ig n I DD. �' �� 9 ' 11 O ! 6"S.OA � `moi- d' ^ C7- O >T 119 O 9 t1 7.5 .9 t K p EAVES O n ``;� CONCRETE DRIVE 4 S Irl 2 1 ALM .� J y N O E L ( 9. 85) �� ,42.26 a 4 MQ 4 ,�• i w I 7.3 �- 8"S.OAK 10"S.OAK F L15.7 '� � C� 14 LM �5 ('1 8"S.OAK I N 12"S.0 10.$ K 1 12.23 , '6's .�J .60 .� hh•--�y4 z_ ,c `} !"LW le, o7d 28-TRIS. ,, yyy� pp �1 Z 10°PALM -IO 9 0W Q1 � �� v' N_ i 3 7.7 ,0"S.OAK C C� 14"PAL �° a1 11.78 ` W p q 00 6�0 Y S'S.OAK N. 1 i.5sEAST 1 O 0 O F LOT 6 9 A T AA (L1 Q 16'IWS. K 7.2 8"S.OAK�� © . S 11,58 (� S g S- AX f *!r�goTn � ' 90 6"S.OAK � o . E , z � " AST 100' OF LOT 69A r^ lAWOOD EMEASURED ALONG LOT LINES)0 014"PA , F 7"HDLL11.5 Llij "S.OAI � 4"PALM ii RME WALL '�--+ Q 0,2"7WS.OAK TYPICAL) a � C14 E- I O 8"S.OAK N I W F t 'qqO Q LLL,y���ttt 1 PALM '•A WOOD FRAME O O J 14 LM 7"S.0 7 SOAK B"S.OAK 10. W, it"S.OAK~ �j 12,07 11.45 8.0 s'A _ !09 '� r R co' t3'CUM map �9 FOUN 34" °N � '° ' N (7)1;"S 2 J 5' . 18T SOAK Q(NOC m 7OO. OD 0'S.OAK 338. 65' (MEASURED) Q ------- o I 33B. 4 9 ' (PER PL ) 16.7 10.1 W I 16. L O T 6 8 A 12'27 30.2 FOUND CONCRETE MONUMENT ` 10.58.3 f 1�9 \ 10.9 9.3 0 FOUND 1 /2" IRON (AS NOTED) I i o Q SET 1 /2" IRON (LB 1 704) R RADIUS LO L_-._._..._.- ARC LENGTH ____.. .. .._,.._.._.._. ._ cnQ CFI CHORD LENGTH R 1 RIGHT OF WAY 3 oU ¢Qk PC --- POINT OF CURVATURE w &��I_ ...__ P T POINT OF TANGENCY --- N O �'E,S : z w N r- -g a. Wc)NO CMP CORRUGATE METAL PIPE 1 . NORTH ARROW SHOWN IS SCALED FROM RECORD PLAT AND IS FOR PICTORIAL PURPOSES ONLY. TRUE NORTH MAY VARY. � cn miaow EL ELEVATION 2. ELEVATIONS SHOWN THUS: AND REFER TO NATIONAL GEODETIC VERTICAL DATUM (NGVD) .. 0 INV INVERT 3. REFERENCE BENCH MARK : FOUND X-- CUT ON SOUTH RIM OF SANITARY SEWER MANHOLE AT INTERSECTION OF COLINA AND L SOAK SCRUB OAK -- -- 20TH STREET. EL ( 9 . 37) . 714 12"' WOOD UTILITY POLE 4. THIS IS AN ABOVE SURFACE SURVEY ONLY. UNDERGROUND INFORMATION , EXCEPT STORM DRAINAGE PIPES, NOT SHOWN OR LOCATED. \ / OH OVERHEAD UTILITY LINE 5. LOCATED ALL 6 " OR LARGER TREES PER CITY OF ATLANTIC BEACH REGULATIONS. 0 SIS - STORM DRAINAGE PIPE In X FENCE W/TIES TO FACE z DRAWING c.1 12 - -- - CONTOUR LINE EX-1 0 0 L LOCATED TREE 3 of 11 0 DATE: �, AUGUST, 2002 CLARSONANDASSOCIATE � , INC . PROJECT NO,: w 16343 NALDO AVE. , JACKSONVILLE, FL. , 32207 08099 / 58AC-EXI.DWC 0 z 177 o") a CO - z O O F=- d (Y U (n W D Ln t I Li 0 �-- \ o C STORY I 1 FRAME c Z r Z M \ 0 UJ W � o N � : ° c ' 2 STORY STUCCO ° � °. ° p DUPLEX ° °I CONCRETE WIVE° 4 FIN FL EL (12-39) 4 \ C w c ' T- R ° 4 W p x 6' WOOD FENCE CG=OH—OH----OH--OH--OH---OH—OH------OH- OH—OH—OH—OH—OH----OH------OH—OH—OH—OH—OH------C~H U 9• 109. 89' IRON TO .IRON 90. 15' SET IHUNy z a UNIT 2 \ CL I UNIT 1 UNIT 3 �OQ "STOP" SIGN O z z 1 ,160 S.F. 1,160 S.F. 1,160 S.F. '� R1-1; 30" X 30° W FIFE 13.25 FFE = 13.25 FFE = 13.25 POOL " I I a Io 1 20 I 1 PRIVATE PEDESTRIAN 4 ❑ ❑ ❑ ❑ Q Q 0 ❑ ACCESS GATE a � Q a ❑ ❑ ❑ O C] ❑ Q p ❑ C \ g O ' [ i,, ,,,r ' — �0.5' WOE WOOD BULKHEAD � � ❑ z ir I ❑ ❑ 0 _ C] C] 0 q p ❑ ❑ ■ ❑ 0 ❑ ❑ G ❑ ❑ 0 Cl ❑ D 0 ❑ M D Ci C ❑ ❑ ❑ n El ❑ :�� O F J .° CONST. 24" SOLID --; a5' p 0 p p o 0 n a ❑ ❑ n ❑ ❑ ❑ . ❑ 0 ❑ ❑ c o q a ❑ c c ❑ ❑ ❑ q a a ❑ ❑ ❑ ❑ © ❑ ❑ c ° ° ° y, 4 p {, WHITE STOP BAR Q I ❑ o ❑ ❑ ❑ a a ❑ 17 1) o ] r L ID ❑ n ❑ n n c 0 0 G p ❑ ❑ ❑ ❑ 0 ❑ 0 c a o ❑ ❑ u n ❑ 0 4 CONCRETE OaivE C 7 J C 11 C J J E- 7 - C a 1 ° ° 4 p p 1I f� ❑ ❑ ❑ ❑ ❑ ❑ C7 ❑ F C. CJ Ca ❑ C] ❑ ❑ _ ❑ _ ❑ _a ❑ ❑ ❑ q ❑ ❑ G ❑ ❑ ❑ ❑ ❑ ❑ q C] ❑ I C [ C1,c J FJ ] J r�O V c1gill 11: 7 _ IT, L C7 C C F. C .i p � F, IF m z ` Q o c O UNIT 4 5 W o � UNIT UNIT 6 UNIT 7 pq VJ g z 1,160 S.F. 1,160 S.F. 1,160 S.F. 1,007 S.F. ° °' I FFE = 13.25 FFE 13.25 FFE = 13.25 FFE 13.25 .� 1 � , � � � W � 20 cno v co _ _ SWALE �� o a 238. 5 0� � z I Q 0 1 W g I PARKING REQUIRED 1 ZONING: RG-2 RESIDENTIAL = 14 "' Q-13 BUILDING SETBACKS: -:t2 SPACE PER DWELLING E-{ I FRONT - 20' TOTAL SPACES REQUIRED = 14 H REAR - 20' HANDICAP SPACES — 0 0 MAX, BUILDING HEIGHT - 35' a cli PROJECT AREA = 22,240 S.F. (.511 AC) MAX. IMP. ALLOWED (50 %) = 11,120 S.F. (.255 AC) 0 Z o PARKING PROVIDED o © ❑ n DEN )TES 50% IMP. PAVING SURFACE w PARKING SPACES - 14 0 �, p SEE ATTACHED SPEC. OR APPROVED EQUAL IMP. AREA CONSTRUCTED ( ) UJ <¢ TOTAL BUILDING FOOTPRINT = 7,967 S.F. (.183 AC) HANDICAP SPACES = 0 �;� TOTAL PAVING AREA (5,144 * 50 % IMP.) = 2,572 S.F. (.059 AC) TOTAL SPACES PROVIDED - 14 �'�¢ J : IMP. AREA CONSTRUCTED (47 %) = 10,539 S.F. (.242 AC) z 5a' {= -0 I 4 Se fr- N U� ( Q0)Ll Z LU m F-- U 0= F- V) Z DRAWING u 0 LL 4 OF 11 0 DATE: AUGUST, 2002 w W PROJECT NO.: a SBAC-GEI.DWG 08099 Q z GTS k-1L1.'AQ. r1 c Y NOTE: 1. ROOF DOWNSPOUTS TO DISCHARGE TO FRONT OF .. BUILDING. V) z Oly- O -- U Ul w 0 S-4 CONST. FDOT MODIFIED TYPE I I "C" DBI GRATE EL = 11.25 0.40' WEIR EL = 10.23 cr_ INV. EL = 7.25 A`°y`"' � _ BOTT EL = 6.25 . .- OGP�P ti�PhG� S-2 END OF g o�,¢ RCP TO BE h CONST. 30LF OF Qac;° PQM I FLUSH W/ 15� RCP �� WALL m Z m ~^c a I INV. EL = 7.25 0 w m 00 0 + 1,.28 11.'6 + ,0.7 ,a ,69 4 1 STORY FRAME N uj `_ z O Ld Ld 2 STORY STUCCO ST. 2:1 M n o,9 Q ° DUPLEX 4 a CQ-) = � S2 cr � c `` 5 CON ES >5 I o FIN FL EL 12. 39 \ V) 0 Y 0 INV EL -- 7.'15 18' cM� Q + 104 + , v 11 Q R U J C ° / � Ld Q / Lli + 10A 1 I 14, 7.. �. 9 . B Lrd - _ x-- x x x�X 1 x �+r� �+^rf� 1 1 MIT I �I -8.`2 \ �� r` /' - - "� 4- CONCRETE CIONS 11 . 1 i LF END SECT ION �� 1u.1�, ���'�`"� - --- p t _ _�v E30TtiT=$.2 TlG a�O� TOP e� 1 .a7 T �r INV El (7.02j O x 4'� OF 15 RCP ►. ti : a 7.5 + 7.4 wry. ..I �, oc�ll) "� +NI ` UNIT 3 Cj' U) p ` F 28 W gip" .1`;1601 S.F. 1,1,60 S.F. 1 \` 0801,160 S.F. o ' I S'2 'FFE -- Z CL 1 i.25 h �.°o FFF -- 13. 5 p ..SFE 13:25 h + 9.a3 x ! j i I ;', 1 C� IPO S-6 CONST 4:1 MES ^ / } 9 69 INV. EL. -- 7.25 - _ ^1 KI + 8.5 �� -`, " ..-i.7-. .... �C 1\ � 12.2a �2�s tiJ D.5• WIDE 4/000 BULKHEAD •.a,•� 16 45 co :1 A .---' + 9.80 a q p J o 7g Ld M -♦•11.45 J 10.� '� �� ,! �� 1 � - F4 CONST. 52 LFZ 4-11 Q„ o OF 18 RCP W I ^• + '..3 ^ o y �ry I wry, ��� �2 26 t1U 8 12 23 , + 15.7 x " titi 1n.60 C7 S-7 CONST, 4:1 MES p ! �o �.,� ( �, `_ _�.J _r , 1 o J�IX..tf '47`S r h I INV. EL. = 7.70 9i I TO i, n Q 77 0' 2 h ' o • ! .` 1 dc' 11.56 U1 $ `�;. (b. UNt IT 4 UNIT 5 I �• o % 11.58 - ,�' + 7.9 f r►y UNIT 6 ctij• UNIT 7 I ! i � ;�. U I- 1,160 S.F..: 1 16_Q S� ._ .__.•. ►� 1 160 S.F. ^ 1 007 S.F. I % ° s ►--+ S-1 CONST'. FDOT TYPE "C° DBI i F- 1 In C FE = 13.25 -- - ---•--•-- FFE = 13.25 FFE = 13.25- + 11 5. a �-+ GRATE EL 11.25 { LD \ �! g FFE - 13.25 ' / U N. INV. EL W 7.30 I �-- \ A 9.10 0. �� 1 S. INV. EL 7.30 ,1.45 ,l i �', `1 '� �, �r + ;o, 1 f , ,,� 1 o + ,0 9 + 8 r x� _ / - �Sl T g 13:1 SS k9 2.o v � O 1 O A + 9.0 . 7 x o p > I CONST. 11 � ►• ,� `� o ^`�• >°h 0) LF OF 15 i \ TEMP: __.. i w RCP ;�'+j� 6Y �. �'` CONSTRUCTION + 101 1�, � W 1s. GRADE TO % i + 12-27 `* ti \ ti EAI�SEMENT �i' ; +- 10.2 1 3-3 END OF '0 5 + 8.3 + tro 9 �, �. + 10.9 DRAIN + 9.3 E-1 I RCP T�0 BE ' FLUSH W/ ` v WALL I CONST. 4' HIGH INV. EL - 7.25 R ` FENCE (TYP) LnLn CN to N L R, W O I I n ' 3' Lu 13.6' 3' F F E = 13.25 z I p w Ld w5a4 1' 2 r FFE 13.25 FFE = 13.25 , fi7 2.67 1 1 2.67 2.67 1 No cv W C7 MATCH EXISTING ' o ���'� GRADE (TYP) TOB w 11.25 ;'� U I � O I I I RETAINING WALL TOS 9.0 TOS = 9.25 TO BE DESIGNED MATCH EXISTING ,�7 �S MATCH EXISTING 3• S BY A FLORIDA o GRADE (TYP) SS 3�1 GRADE (TYP) SS '3'1 S REGISTERED DRAWING U STRUCTUAL BOTT = 8.0 BOTT = $.25 ENGINEER. (TYP) BATT = 7.25 p�-� a SWALE X-SECT SWALE X-SECT (POND X-SECT 5 0� 11 SECT. A-A SECT. B-B SECT. C-C a W N.T.S. N.T.S. N.T.S. AUGUST, 2002 w PROJECT NO.: SBAC-PDI.DWG 08099 / 2 D3 0 Axle • _� ° { �q. . R z J s 1" METER AND BOX W/ �r� �• =° ,. COVER, DEDICATED TO POOL WATER SUPPLY. 2" x 1" TEE (TYP OF 2) � 1" REDUCED PRESSURE ZONE BACK FLOW PREVENTER (TYP OF 2) cr- 1, 2 PVC 1" METER AND BOX W/ cn z z COVER, DEDICATED To 2" TEE "� IRRIGATION SYSTEM. o z a o 2" X 3/Q" TEE I W METER AND BOX W/ a- (TYP OF 5) COVER (TYP OF 7). 0 a In 0:: LTJ 2" X 3/4" REDUCER (TYP OF 2) 3/4'° SCH 40 PVC (TYP) 3/4" 90" BEND ; (TYP OF 2) iDf 1 a DETAIL A f I (2) 6" 450 BEND AND __ _. -_. _. PVC. 6" X 4" PVC REDUCER ,lCO INV. EL. 9.75 ,. , I 4) .r r a r. "-. a I I rr1•.r�:_T: 4 iyt %'.' ` .- ,.. ' -... .��. % 411 � , m i -1 i •i '11 r1 � PVC WYE P. OF I . ICCD Uz " Ue POOL FILTRATION UNIT Ldcc Lu r , Ln U lff- C) z ! � UNIT 1 Y ; ( LL �- UNIT 2 UNIT 3 1" WATER SERVICE TO '`�' LL] j ! , z '1,160 S.F. 1,160 S.F. 1 160 �.F, FILTRATION UNIT w; --j �, j I,--" FFE 13.25 FFE - 13,25 FFE -- 13.25 POO � Q 1 y I W rK.. � 1 I —�. _ -, , I 3/4" SCH 40 WATER , I SERVICE (TYP OF 7) a i z1 I .4 k-i _. __..... MAINTAIN 18" VERT. - :: `.• _ :::._:__:-::-;:'. SEPARATION AT _ ___ _ � a o � _ - .. - _. WET TAP WITH 8°° x 2" DOUBLE WATER/SEWER CROSSINGS - _ I�- z STRAP SERVICE SADDLE ANIS j I _---- 1 x _.___-_.._ li U" z CORP. STOP W/ BOX AND C01�'ER � i _ � 111 •� '�.�, � 2" i -- �_-__________ _� _-_1 TEMP. PLUG WATER 4 p � �.- 1 SVC 5' FROM BUILDING s T ' O UNIT 4 t - UNH- 5 __ UNIT 6 UNIT 7 �: f` (TYP) "_" z 2-1 1,160 S.F. 1 ,160 S.F. 1 ,007 S.F, a 1 160 5.F. i I I w FFE -� 13.25 FFE E - 13.25 FFE -- 13..25 -� 1'.. o ! SEE FFE 13.25 DETAIL A WET TAP WITH 611 X 211 3„ FM DOUBLE STRAP SERVICE l _ -- ' 6" S 6" S SADDLE AND GATE VALVE I. 2.. .EM _ - -- -- - - ._ ..._. _._.__..._...-... - - - _..___. _- . _ - . --- _ _. � J W/ BOX AND COVER t ' r •� cn C PVC C.O. o 6" X 4" PVC WYE V. EL. 10.75 INV. EL. 10.75 Q, a z PAINTED , \' (TYP OF 5) 6" X 4" PVC REDUCER o w BLUE PAINTED [�7 FIN.GRADE BROWN-F.M. I I ! P RED-REUSE 4' DIA. WETWELL W/ TWIN SUBMERSIBLE Q j ( ' GRINDER PUMPS AND VALVE BOX. REFER TO - I ! ATER ; SHT PS-1 FOR DETAIL. ,.., P4 GOING. G.I.VALVE BOX COLLA CLOW NO.F-2450 COVERS ( n OR EQUAL COVER (2) 2 BALL CHECK VALVE H SCRIBE LINE TO W/ BOX AND COVER SHOW MAIN 10 2" GATE VALVE AND BOX CONCRETE_---\07 APPROX. 50 LF DIR. BORE COLLAR 4sDE�• =4- END ° �� Bd W/ 3" NOMINAL DRI 1 HDPE. REDUCE TO 2" WITH (2) HDPE/PVC TRANSITION < Nr�VIEW COUPLING AND (2) 3" X 2" REDUCER. Z U FINISHED 24'x 24°'x 6`THK- - Lu GRAD CONCRETE PAD ALL _ z � O� AROUND VE 0 LOCATOR PEG - :t_ — — — -- r� ` -_ -�� W tY�AT ALL N - 1- I I I�I 11=1 I I - I 1=1 11=� I i I j I7TT TIT=T�- - I-= — Q'� VALVES -1 i 1--1 i :r z 0- 4X4-10/10 03 #4 RSBAR OR e z N W.W.M.REINF. VALVES SHALL BE APPROVED z NOTE: BY SHOP DRAWING SUBMITTAL � THE LENGTH OF PIPE TO BE lb TQw MECHANICAL �, RESTRAINED EACH SIDE OF 10'MINIMUM Y1 MINIMUM RESTRAINED a UTILITY PIPE SEND SHALL BE IN ACCORDANCE JOINT JOINT WITH TABLE FOR MECHANICAL FULL LENGTH OF PIPE RESTRAINT DEVICE=.ALL JOINTS U CENTERED AT 20'MIN.EACH SIDE OF EXISTING CROSSIN PIPE SHALL BE MECHANICALLY RESTRAME m PIPE PIPE PROPOSED PIPE + MECHANICAL JOINT 11.25%22.5° SIZE&TYPE VARIES I to OR 45^BENDS(SIZE VARIES) UNDISSTONT.N0.57 MECHANICAL JOINT 11,25°,22.5' PROPOSED PIP UTILITY PIPE: \ / TURBED THE LENGTH OF PIPE TO BE RESTRAINED OR 45"BEND(SIZE VARIES) SIZE&TYPE VARIES SIDE VIEW EARTH EACH SIDE OF BEND SHALL BE IN >A ACCORDANCE WITH TABLE FOR MECH. RESTRAINT DEVICE,SEE THIS SHEET ALL zo NOTE: JOINTS 20'MIN.EACH SIDE OF EXIST. JOINT OF plpE CENTERED A7 F LOCATION OF ALL VALVES TO BE MARKED BY LETTER PIPE SHALL BE MECH.RESTRAINTED RESTRAINED JOINT 10'MINIMUM 1 MINIMUM I CROSSING IF 18"MINIMUM / \ � `^`t�°SCRIBED A MINIMUM OF 2"HIGH AND 1/4"DEEP IN (TYP.)SIZE AS REQUIRE 1 CURB AND CURB PAINTED BLUE FOR WATER AND RED SEPARATION CANNOT BE MAINTAINECD FOR SEWER. IF NO CURB IS INSTALLED A 4"SQUARE STEEL PAINTED TAG IS TO BE ATTACHED TO PAVEMENT NOTES: WITH 3116:"NAIL. NOTES: PIPE DRAWING 1. IF EXISTING UTILITY IS A WATER MAIN, 2. IF EXISTING UTILITY IS A FORCE MAIN, 3. LOCATING WIRE REQUIRED.SEE DETAIL W-44. 1. IF EXISTING UTILITY IS A WATER MAIN, 2. IF EXISTING UTILITY IS A FORCE MAIN, 3. LOCATING WIRE REQUIRED.SEE DETAIL W-44. 6"OF SEPARATION IS REQUIRED, SANITARY SEWER LINE OR DRAINAGE PIPE, 6"OF SEPARATION IS REQUIRED. SANITARY SEWER LINE OR DRAINAGE PIPE, 18"OF SEPARATION IS REQUIRED.IF THUS BURIED VALVE AND BOX DETAIL 18"OF SEPARATION IS REQUIRED"IF THIS IS NOT POSSIBLE AND EXISTING UTILITW MAIN Ws-"l - -- - -- -- --- IS NOT POSSIBLE AND EXISTING UTILITY MAIN IS C900,C905 OR D.I.PIPE,SEPARATION)CAN IS C900,0905 OR D.I.PIPE,SEPARATION CAN BE REDUCED TO 6""A FULL 20 FT.PIPE:SHALL BE REDUCED TO 6 A FULL 20 FT.PIPE SHALL BE CENTERED OVER EXISTING UTILITY(MAIN 6 OF 11 BE CENTERED OVER EXISTING UTILITY MAIN TO PROVIDE MAXIMUM JOINT SPACING IFOR TO PROVIDE MAXIMUM JOINT SPACING FOR 18"OR W SEPARATIONS. a 18"OR 6"SEPARATIONS. DATE: w AUGUST, 2002 w CONFLICT DETAILS PROJECT NO.: B8AC-WS1.DWG 08099 / O z .r`rr qo�� ib�04 /?F•k �t v j r 4%z e d } m z Q 1 O I �. Q ° Fz a� 4 • . ) n � w c74 7"S OAK x oo x .. Ld TCAM n • 8 'S,OAK � S.0 K .� 9"S.0 K / z f 3"TWS.OAK ,, 9"S OA >�? 7"S. AK _....._ _..-..... .. ......_ 1 "PALM P-0 1 S OAK - "TRIS.OAK 6"S. AK r 7 A f' f ` co U) r 3 N + ❑ w �, SOAK j 0 S. AK w O o `� ; wa z0 z0 Y OAK 1 "p M 15' S.OAK ¢ II u� ¢ w 10 PAL �. U x cr 8 'S.OAK 2,. AW SOAK ' 4., OAK I _. O � 7"S.OAK 7"S.OAK 'O 7 S.OA � ;- . •.. ..- _ �,,�,` � z r- „s 6S.0 K kl 7"S OAK w lo"PALW LL M _.'r -_•__ !...- _- :�,� K , .N w 9 SOAK cn 9 S. k \ 1 TWS.O K 14"S.OAK 10"S.Oq S. ' :�..- 0 \ ' +� I �, z O r. i i _. L L.! a � z 11 "S.OAK "S.OAIG✓z:� - — .L.1 — — OAS - - — _ __ _ — _ _ _ 'r k'•' -` — _ m __ z 1 6"S.OA _ { 1 L11 0 \ 'iz 13" A K i a �."' z CJ 9"S. A 1 ALM 8"S.OAK 10 SOAK :. z z ` ALM �,r`i 12"S. 1 4 8 S.OAKr K l qui 28"TRIS. AK � ,1 w ❑ 10 PALM I cn C..7 f 10"S OAK 14"P LM E--4i 8"S. c 8"H O cn _.. 16" WS. iK i 8S OAK 0 1, a E-4 z 8"S.OAK O O da 7"S. AK ,.a w M r- 7 S OAK L.., f 3 "0ADS. A 14"PALM 21 ' HOLLY i.._... .. ... .._ .. ._ �.+. q 7"HOLLY "S .O A 4" r A F•-1 1"W Fr, PALM 12"TWS.OAK "PA O S.OA _ LJ 14' 7 'S.0) K /XwX8' SOAK •�, ` _,j- �-: •• 11"S.OAK 13"GUM 1 i Lo to 17 SOAK 18"T S.OAK 0 zw r- 0"S.OAK W � ZD I �U w w ` �" nx TO BE R ¢ n N� �— z % I = TREE TO BE PRESERVED ON SITE FOR MITIGATION — INSTALL TREE PROTECTION BARRIERS PER CITY OF ATLANTIC BEACH0 REQUIREMENTS to 6 DRAWING LS-1 PROTECTED TREE TO BE �'`• 711 r OF REM DATE: OVER AUGUST, 2002 PROJECT NO,: SBAC-Ll,DWG 08099 2030cGL � . a _z a TYPE A OR B FENCE \ u n'�r (T '' - NOTE: SPACINGS SHOWN IN THIS CHART ARE BASED TD "` Ew �'•e �y`', �EN RAbIXE C7UAL I IJNSP R OR NC£ 0 HY RAU�C t" OM TAINS. FLOW RATES CFS ' •w. .�- LOOSE SOIL PLACED BY SHOVEL AND BALES NOTE. BALES TO BE STAKED AT THE LIGHTLY COMPACTED ALONG UPSTREAM , VERY LIGHT [ 5 Q 4= F OW FACE OF BALES. _ _ �- A5 REQUIRED TO BUTT - DIRECTION OF THE ENGINEER. rr,�" ,, 8 LIGHT > 5 C 10 ANCHOR BALES WITH • 2 - 2" x 2'" x 4'-0" ry r SILT FENCE SILT F NCE PROTECTION HEAVY A > 15 < 25 • r I STAKES PER! BALE, VERY HEAVY? 25 [ 40 p`N AROUND DITCH BOTTOM p PLAN BALES BACKED BY FENCE \�� INLETS. N.T.S. rTrr a 50115 z ANCHOR BALES WITH 5 �0 COHESIVE NON COHESIVE : p MIN. LOOSE SOIL PLACED BY SHOVEL TYPE III OR TYPE IV TYPE III OR TYPE IV 2 -• 2" x 2" x 4'--0" OVERLAP (MIN.) �' FIRM LOAM FINE SAND o STAKES PER BALE. AND LIGHTLY COMPAICTED ALONG w 4 a_ ENDS THE UPSTREAM EDGE OF BALES, �►i� CLAY SANDS COURSE SAND FILL SLOPE 6'-0" MAX, r �� CLAYS ANS GRAVELSYLLOAM f U) FILL SLOPE POST (OPTIONS: 2" x 4" �r SILT FLOW SILT LOAM w OR 2 1 2 MIN. DIA, WOOD: SILT FLOW + 3 a ELEYAII�IQN ELEVATION R STEEL ,33 LBS/ FT, MIN.) + �' SOILS LEGEND TO BE USED AT SELECTED SITES WHERE THE NATURAL I '. ikN 2 FLOW GROUND SLOPES AWAY FROM THE TOE OF SLOPE 'o �-- 1 NYLON REINFORCED ►�. $ OZ, N ENFORCED TYPE IV SILT FENCE TYPE III SILT FENCE `�4,r I PVC FABRIC (300 PSI TEST) � R = I ? NOTE:TO BE IN ACCORDANCE I WITH CHART I. BARRIIERS FOR FILL SLOPES 1 Q N.T.S. DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM w ACROSS PERMANENT FLOWING WATERCOURSES, SILT FENCES ARE TO BE STAKED TURBIDITY BARRIER USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT cr_ PERMANENT BODIES OF WATER. 550 100 150 200 250 300 350 400 N.T.S. SPACING (FT) O WOVEN FILTER FABRIC IN ABSENCE OF SLOPE DRAIN APPLICATIONS ReCO ME DED SPACING FOR TYP 1 AND TYP I ESTABLISHED GRASS (APPROX. 12' x 12'), N.T.S. HAY �ALL� BARRIERS, TYPE III AND TYPE IV SiILY SECURE EDGES BY ENTRENCHING AND FENCES AND PAVED DITCH HAY BALE BARRIERS, EXTEND UNDER BAGS AND BALES. FABRIC CHART I SHALL MEET THE REQUIREMENTS OF SECTION 985 OF THE STANDARD 0 SPECIFICATIONS. COST OF FABRIC TO BE CL SAND BAGS INCLUDED IN THE CONTRACT UNIT PRICE �' 5' MIN. FOR BALED HAY OR STRAW. TN. � M m � i-' m r ■ • r r ■ • r m 0 C, . -� z � z 0 w . . . r ■ . , . . . r . . . . . . . . . • . . . Ld a CO1 60 ¢ � w a LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY o LOOSE SOIL 'PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG THE UPSTREAM EDGE U % w © LL U COMPACTED ALONG THE UPSTREAM EDGE OF BALES. OF BALES. PLAN PLAN w U RAIL POST uj 1' IN. 1 MIN, 0 a RECOMMENDE RECOMMENIDE °- 5' TYP. 5' T P. ua ANCHOR BALES WITH 2--2" x 2" x 4' STAKES PER BALE. ANCHOR BALES WITH ANCHOR TOP BALE TO LOWER BALE WITH 2 -- 2 x 2 x 4 2-2" x 2" x 4' STAKES PER BAIL STAKES PER BALE. w ELEVATION ELYATION 0 APPLICATION AND SPACING : THE USE OF TYPES I & II BALE BARRIERS SHOULD BE LIMITED TO TTHE INSTALL EROSION A_ z CONDITIONS OUTLINED IN CHART I CONTROL DEVICES a I2E-jL ME I BEFORE AND DURING cn CONSTRUCTION UNTIL 0 BARRIER FOR UNPAVED DITCHES STABILIZATION. w N.T.S. � 0 OPTIONAL POST -4 POST ( OPTIONS: 2" x 4" OR POSITIONS < 2 1 / 2" MIN. DIA. WOOD; SEEL I v ��y PRINCIPLE POST POSITION '� 1.33 LBS. a • ° " W q / FT. MIN.) MAX, ( CANTED 20" TOWARD FLOW ) T_ FLTER FABRIC ( IN , ILTER FABRIC I �p��aTa o�K 15" TO „ [§S' CONFORMANCE WITH °' a �j - w ° °° Q 18'" " EC. 985 FOOT SPEC.) —SILT FLOW ° 206.16' 12" ELEVATION 109.89 IRON TO IRAN 90.15' SET �� Z MIN. �� TYPE III SILT FENCE A I Dir UNIT 1 UNIT 2 UNIT 3 o O N.T.S. Q I z 1,160 S.F. 1,160 S.F. 1,160 S.F. O Ix FFE=13.25 FFE= 13.25 FFE=13.25 POOL E" ° n ❑ n c ❑ ❑ c c QST OPTIONS: 4 x 4 OR 4 d c c0 C3 n n ❑ u ❑ ❑ ❑ n n n ❑ ❑ n r. L ❑ c ❑ ❑ n ❑ a 4 ❑ n ❑ ❑ ❑ ❑ ❑ n 6 ?' min. DIA. WOOD: STEEL OPTIONAL POST POSITIONS 70 W a o [ [ [ > 33 ibs/ft. min.) " , PRINCIPLE POST POSITON a n n r. ❑ n r, n n c ❑ n o ❑ a a ❑ ❑ n n ❑ ❑ 4 ❑ ❑ ❑ ❑ ❑ n n ❑ ❑ ❑ ❑ ❑ .. �° a• a r; 296 [ f r r :[ 7 1 U (CANTED 20' TOWARD FLOW) O u O n ❑ ❑ ❑ q ❑ ❑ ❑ ❑ n ❑ ❑ n n n ❑ a ❑ n ❑ ❑ n ❑ n n ❑ ❑ ❑ ❑ ❑ ❑ ❑ ; Y Q CpKra,a CA,Y[ W C ❑ ❑ G n [ f ❑ ❑ G n ❑ ❑ tl tl n n ❑Em -1p ❑ G ❑ tl p ❑ ti ° POULTRY MESH (20 GA, MIN.) .• OR TYPE A FENCE FABRIC POULTRY MESH OR a ❑ ❑ 9 C ❑ n n C ❑ ❑ ❑ L' ❑ ❑ ❑ o INDEX NO. 452 & SEC. 966 TYPE A FENCE FABRIC _ �.. O w DOT SPECIFICATION) it z __L Lu I FILTER FABRIC I k O� UNIT4 UNITSL UNITE UNIT 7 �4 1 SILT FLOW 1,160 S.F. 1,160 S.F. 1,160 S.F. 1,007 S.F, \ o ua " FILTER WITH SEC.B985 RIC (FOOT SPECIFICATION)IN CONFORMANCE I . jFFE= 13.25 FFE= 13.25 FFE=13.25 FFE w 13.25 ,j a� .-0 � � I °0 4 SWALE y), NOTE, SILT FENCE TO BE PAID FOR UNDER 1LEY T_ FFA THE CONTRACT UNIT PRICE FOR STAKED fful 238.65' IY g r ,� '""""� w `` SILT FENCE (l F) HAYBALES (TYP.) W z �¢ TYPE_ IV SILT FIANCE I �] W w «m�z N.T.S. �! iWfyH Z 5�LL I-�LLJ LJ i _j 0 ^~ ANCHOR BALES WITH 2 � �" x 2" x 4' � �/ 0 ^��U IDEWALK STAKES PER BALE 0 z O Z L } PE �•-� - t� ISE APRO - - DITCH -►> DITCH \ / CURB & - CURB & GUTTER _._... GUTTER - ------ --- o PARTIAL INLET /^+/ry$� i �' - U C�F�LY�.D 11yLt�T_. - --_. C__-- OM IIVLCT It H PROTECTION AROUND INLETS OR SIMILAR STRUCTURES DRAWING o N.T.S. -- - -- - C_ 1 a Li- 8 of 11 w DATE: AUGUST, 2002 LU w PROJECT NO.: SBAC-ECI.DWG 08099 0 ? . f t Jt 611 ✓ �1 4r � .,. SLOT OPENINGS SHALL e. NOT BE IN WALLS vvoeoa y 2"x2"x 13132 " WITH GRATE SEAL >- .. ` M 41-111 31-111 NOTE: CONC. DESIGN z DIMENSIONS FOR E,R.C.P, z STRENGTH 4,000 PSI RISE SPAN o 0 R S X A B I C E F G Ms N a ((:: U Il 11 1 N' 3.06' ,42' ' 1 ,211 Uj 511 3.75' 5.19' 0' _ ❑ 11 1 2.52' 5.47' 8.09' 6' 2.37' 6.04' ' " 2.79' 7.18' 9.97' 7.0 ' 10' 2.551 6.79' 29" 1 11 3.0 5' 5.90' 11.95' 0_`70' x.'_ 1 ' 7.50' ' 11 ! Oft 11 11 __L227 10.62 13.84' 10-361 ' 8. 7' ' ' ' > u,l 62 �,1 11 11 _73- 1 3.39' 11.99' 15.38' 11.70' ' ' 2' , w a 2 1 i4"' 3 ---'" 1,0' 11 3,56' 13.71' 17.27' 13.3 ' 1 .2 ' 7' ' 3 --V' 2 1141" EL=11.15 48 761111 �� 3.73' 15.43' 19.1615.03' 1 10.4 o ALL EXPOSED CORNERS 3.91 17,15 21.06116.70 1.08 Z �� ��-- AND EDGES TO BE * " ' 4.00' '18.87' 22.95' _j$.36' 11. 1 EYE BOLTS 2 CHAMFERED 3141' �� "X" = DISTANCE FROM CENTER OF PIPE TO CENTER OF PIPE (SEE PLATE 210 2"x2'"x114"ANGLE, "Mm" = DIMENSIONS FOR MULTIPLE PIPES 69 " - 6P1 IRON GRATE SEAT cc FORMULA TO DETERMINE "Mm" FOR MULTIPLE PIPES = Mx * X (NO. OF PIPES -1) (SEE PLATE D-2019) EL�9.75 FOR "Ms" AND "X" DIMENSIONS, SEE TABLE ABOVE. O * SPECIAL ORDER; NOT STANDARD SIZE m z Z r� ---GROUT, OR "RAM-NEK" EXPANSION ° w O a JOINT'S WHEN REQUIRED 11 / BOLTS (TYP) � � � � z O � �.. 0.25 ALUMINUM Q I--� 6Uj #4 12'° O.C. B.VN. PLATE SKIMME 2' x 2" ANGLE IRON - SodJ 1, Beveled Or Round Comers u, 0.40' f� �- LLI WEIR 0 r r ` ` < W Or'/FT.. -- TOB EL=11.15 - Y sR \ \� U� z z #4 @ 12" O.C. B.11iV. LLJ \/ WEIR Cl) L- EL=10.23 J a FLOW w .64" DRILLED ORIFICE1-- \� #4 @ 6 O.C. B.W. O � � LUw 15" RCP EL=7.25 o $" MINIM o QM BEARING INV. EL=7.25 _ 0 z CAPACITY 2000 PSF BOTT EL=6.25 3: < _ I I \� > 15 RCP � INV. EL=7.25 < o It CL z STORM SEWER TYPE "C" INLET SIDE VIEW 'A'RONT VIEW ' o z Concrete Slab, 4"THICK cv Sod W OIL SKIMMER (TYP.) Reinforced Witth WWF 6x6-WIAxWl.4 W ❑ z $11 TOP VIEW -+ w q E 21 Sod w 4:1 z 3'-111 NOTES: AIc w p FLOW o---- 1.PIPES MUST NOT BE IN .CONSTRUCTION JOINTS a Q w U) 2.PIPES SHALL BE FLUSH 4:1 Cn (2) 6" LIMEROCK BASE, MIN. LBR= 100 WITH INSIDE WALL .Z� COMPACTED TO 100% OF MODIFIED Concrete 1 PROCTOR DRY DENSITY (ASTM D- ASPHALTIC .CONCRETE 811 3. CONCRETE DESIGN STRENGTH p Pipe Connector 0 0 � 1557 AASHTO T-1$0) FDODOT P 15000LBLB. SHALL BE 4,000 P.S.I. Saddle Ditch Grade 2' Not Less Than D ` #4 Bar � 811 21 g11 No Pipe Jofnt errmitted 6ICI+4 Sod $ Unless App. By Thie Engineer ti...J q c PLAN VIEW E w L MODIFIED TYPE C z 2 p 12" COMPATED SUB-BASE, MIN. NOTE: CONTROL STRU CTU RE SECTION LUZ a� � LBR = 40 COMPACTED TO 98% OF SEE GEOTECH REPORT FOR 00 w a°' MODIFIED PROCTOR DRY DENSITY 0 � (ASTM D-1557/AASHTO T-180) MORE INFORMATION. MITERED END SECTION z EZZ N LIGHT DUTY �° -- � z � PAVEMENT SECTION o L DRAWING D_1 9 OF 11 ° DATE: w AUGUST, 2002 w a PROJECT NO.: S8AC-PDD8TI.DWG 08099 O x VIve -_.__..._. GENERAL NOTES: 1. ALL WATER AND SEWER CONSTRUCTION MATERIALS TO BE CONSTRUCTED IN CITY RIGHT-OF-WAY OR CITY r"• EASEMENT MUST BE IN CONFORMANCE WITH CITY OF ATLANTIC BEACH PUBLIC WORKS (ABPW)APPROVED SHEETING-�� D+12" (MIN.) EXISTING a � MATERIALS. GROUND a + ��� p °Y D�18 (MAX.) SHEETIN EXISTING 2• CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPING, FITTINGS, AND APPURTENANCES REQUIRED FORA GROUND TEST r =IIII= =IIII= COCKS , v -�'�' '' '• ��� COMPLETE SYSTEM AS SHOWN ON THE DRAWINGS INCLUDING ANY ADJUSTMENTS DUE TO UNKNOWN r IIII IIII DETECTABLE TAPE (SEE w =1111= D+12" (MIN.) =1111= , � l 4 r oBSTRUcrlorls. NOTE BELOW IIII IIII DETECTABLE TAPE (SEE BALL BALL 1 � V' t Q _ D+1$" MAX. - VALVE VALVE /,'� ✓ • �4n, - III III = ( ) NOTE BELOW) LIU 3. ALL CONNECTIONS AND TIES TO THE ABPW WATER AND SEWER SYSTEM WILL BE PERFORMED BY THE CONTRACTOR U IIII IIII UNDER SUPERVISION OF THE ATLANTIC BEACH PUBLIC WORKS INSPECTOR. z - D _ CAREFULLY COMPACTED cv z III III CAREFULLY COMPACTED IN III SELECTED BACKFILL FRE 4. EVERY CARE SHALL BE TAKEN IN HANDLING AND LAYING OF PIPE AND FITTINGS TO AVOID DAMAGING THE PAPE, *' III SELECTED BACKFILL FREE ?= OF ORGANIC MATERIAL ���ti� ,,.•,. SCRATCHING OR MARRING MACHINED SURFACES, AND ABRASION OF THE PIPE COATINGS, ANY FITTING OF ORGANIC MATERIAL cy) SHOWING A CRACK AND ANY FITTING OR PIPE WHICH HAS RECEIVED A SEVERE BLOW THAT MAY HAVE CAUSED " AN INCIPIENT FRACTURE, EVEN THOUGH NO SUCH FRACTURE CAN BE SEEN, SHALL BE MARKED AS REJECTED - - - IIII IIII 1 4 D 4 MIN. AND REMOVED AT ONCE FROM THE WORK. - - - - _ GALv.sTEi=L sAOKEL TE ALV.sTs L PREVENTER IN I I IIII PLANS APPROVED BY z w �-I 0.50 D SHAPED BOTTOM HALF SECTION COMPACTED - -- JBPw z 5• WHERE PARALLEL WATER AND SEWER (INCLUDING STORM) LINES HAVE LESS THAN 10 FEET HORIZONTAL HALF SECTION SUITABLE UNDISTURBED UNSHEETED TRENCH GRANULAR r I� HALF SECTION TEST d O SEPARATION, FULL-UNCUT LENGTHS OF WATER QUALITY PIPE (DR18 AWWA C900 FOR NEWLY INSTALLED SOWER SHEETED TRENCH SOIL FULL LENGTH OF BARREL _. UNSHEETED TRENCH COCKS INSULATE U AND DR25 AWWA C900 WATER) WILL BE USED WITH THE JOINTS STAGGERED AT 10 FOOT INTERVALS OR THEN MATERIAL FIN.GRADE EXPOSED SURFACES(rYP) WILL BE PLACED ON AN UNDISTURBED SHELF OR IN A SEPARATE TRENCH WITH A MINIMUM VERTICAL w m SEPARATION OF AT LEAST 18 INCHES. IT IS PREFERABLE TO HAVE THE WATER MAINS LOCATED ABOVE THE TYPE I TYPE II IIII=IIII', , ;' IIII Illi jllii o a SEWER AND WITH 10 FEET OF SEPARATION WHERE POSSIBLE. THESE SITUATIONS MAY OR MAY-NOT BE SHAPED BOTTOM WITH COMPACTED GRANULAR BEDDING = ; =_ U' w NOTED ON THE DESIGN DRAWINGS IN EACH CASE. ANY DEVIATIONS FROM THESE MINIMUMS MUST BE APPROVED TAMPED BACKFILL NOTE: TIT • IIII CL IN WRITING BY THE ENGINEER. 1. DETECTABLE MARKING TAPE IS REQUIRED FOR ALL UTILITIES INSTALLED SUPPLY -SERVICE - WHERE IT IS NOT POSSIBLE FOR WATER AND SEWER (INCLUDING STORM) LINES TO CROSS WITH A MINIMUM IOF INCLUDING WATER MAINS, WATER SERVICES, SEWER SERVICES AND ' IIII IIII ' N FORCEMAINS WITHIN R.O.W. AND EASEMENTS. 18 INCHES OF VERTICAL CLEARANCE,A FULL-UNCUT LENGTH OF WATER QUALITY PIPE (DR18 AWWA C900 IIII=1111illl--IIII L,J SEWER, DR25 AWWA C900 WATER)WHICH IS USUALLY 20 FEET LONG WILL BE CENTERED ON THE POINT OF 2. TAPE IS TO BE INSTALLED 18" TO 24" BELOW FINISHED GRADE AND ELEVATION o CROSSING. THE CONTRACTOR WILL FIELD VERIFY THE VERTICAL SEPARATION. THE MINIMUM VERTICAL 9 MIN. ABOVE UTILITY INSTALLED. NOTES; �- SEPARATION BETWEEN WATER AND SEWER (INCLUDING STORM) PIPES WHEN 18 INCHES IS NOT POSSIBLE WALL BE 6 INCHES OUTSIDE DIAMETER TO OUTSIDE DIAMETER. IT IS PREFERABLE TO HAVE THE WATER MAIN ABOWVE BEDDING DETAILS s"WIDE X 8" 1. ALL PIPE AND FITTINGS 2"AND SMALLER SHALL 13E THREADED z CONC.COLLAR Q THE SEWER LINES AND AT LEAST 18 INCHES VERTICAL SEPARATION. R S CAST IRON VALVE BOX&COVER, SCHEDULE 40 GALVANIZED STEEL OR BRASS SLOPE m COVER TO BE LABELED"SEWER" 4-SIDES REDUCED PRESSURE A FULL-UNCUT LENGTH OF WATER MAIN PIPE (USUALLY 20 FEET) SHALL BE CENTERED AT THE POINT OF z sQ• CROSSING OF ALL WATER AND SEWER (INCLUDING STORM) LINES AT THE POINT OF CROSSINGS REGARDLES>Slll NT OR BACKFLOW PREVENTER VENTER DETAI L GROUND OF THE VERTICAL SEPARATIONS. HORIZONTAL SEPARATION BETWEEN STORM SEWER AND FIRE HYDRANTS M - µ - GROUND 1#4 CONT. }.,,:, ' Ar.•.:? STD.CLEANOUT COVER Lu 6, CONTRACTOR SHALL NOTIFY ABPWAT LEAST 48 HOURS PRIOR TO CONNECTING TO CITY FACILITIES, TESTING a,rr,� ,� ' WrrHTHREADEDPLUG m NEW MAINS, FLUSHING SEWER MAINS, FLUSHING SEWER MAINS AND INSPECTIONS. 4"x4' 2;.'1.;. t;.t �-3MPEc3LOCATOR m orf,, rf! � v� BRAN t', ' •r• ,; 4 MIN.CONC.ENCASEMENT j I �1 Q ❑LLJ Ld 7. CONTRACTOR TO PERFORM SOFT DIGS OR OTHER APPROVED METHOD TO VERIFY LOCATION OF EXISTING .``'' ,.'r CONCRETE z CL z Q �tii iht;rtii 4'P.V.C.45 DEO.EL 1 0 (D 3z U U ~' wJ 2 WATER AND SEWER PRIOR TO CONNECTION �.4•'i 'i•},+r'i 'r'ih' 0 � � ❑ U SANITARY SEWER SPECIFICATIONS: 4'P.V.C.TO SANITARY 4"P.V.C.STOPPER w SEWER _z W 1. PVC 1120, CLASS 118, SDR 35 PIPE: PIPE SHALL CONFORM TO ASTM D3034 FOR 4"THROUGH 15"DIAMETER PIIPE. J z PIPE MATERIAL SHALL BE CLEAN, NATIONAL SANITATION FOUNDATION APPROVED, CLASS 12454-8 PVC COMPOUND CLEANOUT DETAIL CONFORMING TO ASTM RESIN SPECIFICATION D1784 WITH WALL THICKNESS T-1. PIPE COUPLING SHALL BE IIN n. U) uj ACCORDANCE WITH ASTM D3212. ELASTOMERIC SEALS SHALL MEET ASTM F477 OR ASTM F913. O w Lu 2. FITTINGS: FITTINGS 4"AND LARGER ON PVC PIPE INSTALLED UNDERGROUND SHALL BE OF SAME PVC TYPE AS APPROX. 10' SEMINOLE BEACH ROAD APPROX. 3' APPROX. 37' CL CL F-10 ui THE PIPE WITH JOINTS TO MATCH THE PIPE BEING INSTALLED. ALL PVC FITTINGS SHALL BE GREEN. FITTINGS EXISTING GRADE Lij Ll1 y- SHALL MEET ASTM D3034 AND ASTM F1336 FOR SIZES 4"AND 6" IN DIAMETER WITH MINMUM WALL THICKNESS OF SDR 35. FITTINGS SHALL BE GASKET JOINT TYPE MEETING THE REQUIREMENTS OF ASTM D3212. ELASTO- ERIC GASKETS SHALL CONFORM TO ASTM F477 OR ASTM F913. PVC MATERIAL SHALL HAVE A CELL p a• ' \ \ \ \ \ \ \ \ \ \ \ \ \ ti� \ \ \ `� \ \ \ \ \ \ \ ® � CLASSIFICATION OF 12454-B IN ACCORDANCE WITH ASTM D1784. �j\�j\�j\�jj >j%�jj�j/ / / / / / / / /\, / / / / /�j/�j/ /�jj�jj�jj�jj�jj�jj�jj�jj�j/\�j��jj�j� \/ \��\�j��j��j��jj\�� z z 3. BEDDING SHALL BE CLASS B, TYPE I MODIFIED. \\\\\\\ �\ \\\\�\\f/\\,\\\\\\\\ \\\\\,\\ \\ N��/\\�\\�\\,/\\f/\ 4. TESTING: CONTRACTOR MUST TEST ALL WORK FOR FAULTY ALIGNMENT, DEFECTS, OR LEAKS, ANY SUCH J �j\��\\// // \// \\�j\\�j\�j /f// �oo LU (/) Q DEVIATION OR OMISSION SHALL BE CORRECTED AT ONCE. ANY PIPE FOUND TO BE DEFORMED AND/OR / DEFLECTED IN EXCESS OF 7.5% OF THE NOMINAL DIAMETER OF THE PIPE SHALL BE REMOVED AND REPLACED Z HDPE/PVC TRANSITION COUPLING 0 WITH NEW PIPE AT NO ADDITIONAL COST TO THE OWNER. (TYP OF 2) O U) z 5. ALL CLEANOUT CAPS INSTALLED IN PAVEMENT TO BE TRAFFIC RATED. PROPOSED 2 PVC EXIST. 8"ABPW 3"x 2" REDUCER �EXIST. 6 ABPW WATER MAIN (TYP OF 2) o WATER SPECIFICATIONS: FORCE MAIN I 1. INSTALL WATER PIPING WITH A MINIMUM 36" COVER IN PAVED AND UNPAVED AREAS. UNLESS OTHERWISE NOTED. I ( z 2. PVC 1120, SCHEDULE 40 AND SCHEDULE 80 PIPE: PIPE SHALL CONFORM TO ASTM D1785. PIPE SHALL BE MARKED � < + 18" MIN. + �,' < NSF-pw APPROVED. I VERTICAL I W SEPARATION PROPOSED 2"PVC 3. PVC PIPING OF NOMINAL DIAMETER 4"THROUGH 12" SHALL BE MANUFACTURED IN ACCORDANCE WITH AWWA, C900-LATEST, "STANDARD FOR PVC PRESSURE PIPE, 4 IN. THROUGH 12 IN. FOR WATER DISTRIBUTION." PIPE w SHALL HAVE A MINIMUM WORKING PRESSURE RATING OF 100 PSI AND MINIMUM DIMENSION RATIO OF 25,AND SHALL HAVE SAME O.D. AS DUCTILE IRON PIPE. z v PROPOSED 6" x 2" DOUBLE STRAP � (A4. HIGH DENSITY POLYETHYLENE PIPING 1/2"THROUGH 3" SHALL BE PE 3408 DR11 AND SHALL BE MARKED IN ACCORDANCE SERVICE SADDLE AND GATE VALVE p WITH AWWA C901-LATEST, "PE PRESSURE PIPE AND TUBING, 1/2 INCH THROUGH 3 INCH, FOR WATER SERVICE, cZ+ p z 1/2"THROUGH 3" PIPE SHALL BE COLORED BLUE FOR WATER AND GREEN FOR rT" a 5. FITTINGS: FITTINGS SHALL MATCH THE TYPE OF PIPE FURNISHED, EXCEPT AS OTHERWISE SPECIFIED. SCHEDIULE10' MINIMUM 10' MINIMUM C+ W '� 40 AND SCHEDULE 80 FITTING SHALL HAVE SOLVENT WELD JOINTS AND BE IN ACCORDANCE WITH ASTM D2672', PROPOSED 3"HDPE FORCE MAIN, DIRECTIONAL A FITTINGS ON 2" PVC PIPE MAY BE PVC WITH PUSH-ON BELL TYPE JOINT OR SOLVENT WELD. FITTINGS 3"OR BORE UNDER PAVEMENT U) LARGER ON PUSH-ON JOINT PIPE INSTALLED UNDERGROUND SHALL BE M.J. DUCTILE IRON OR PVC WITH c W cn RESTRAINED PUSH-ON BELL TYPE JOINT. 6. JOINTS: PVC PIPE SHALL HAVE INTEGRAL BELL PUSH-ON TYPE JOINTS CONFORMING WITH ASTM D3139. FOR PVC APPROX. 50' DIRECTIONAL BORE &-4 PIPE 2" OR SMALLER, SOLVENT WELD JOINTS SHALL BE USED. SOLVENT CEMENT USED FOR SOLVENT WELD JOINTS SHALL COMPLY WITH ASTM D2564. THE JOINT SHALL BE MADE IN ACCORDANCE WITH D2855. THE JOINT SHALL CONFORM TO ASTM D2672. JOINTS FOR 2 1/2"AND LARGER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH J.E.A. STANDARDS MANUAL SEC. 350.2.4 AS APPLICABLE. JOINTS FOR HDPE PIPE SHALL BE MADE WITH BIUTT FORCE MAIN CONNECTION DETAIL FUSION METHOD. MECHANICAL JOINT CONNECTIONS BETWEEN D.I. PIPE OR FITTINGS AND HDPE PIPE OR FITTIINGS z o SHALL BE D.I. M.J. GLANDS CONFORMING TO AMA C111 AND AWWA C153. MECHANICAL JOINTS SHALL BE FULLY -j N RESTRAINED. to Z o 7. TESTING: LEAKAGE AND PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C600, SECTION 4. O w � 8. DISINFECTION: DISINFECT ALL WATER PIPING AND FITTINGS ACCORDING TO APPLICABLE PROVISIONS OF THE: APPROX. 10' SEMINOLE BEACH ROAD APPROX. 3' APPROX. 37' CL Z z PROCEDURE ESTABLISHED IN AWWA STANDARD C651-92, "AVWVA STANDARD FOR DISINFECTING WATER MAINS W � EXISTING GRADE W z 9. INSTALL WATTS SERIES 709, 1 1/2"REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER(OR APPROVED E(QUAL), Lu z BACKFLOW PREVENTER MUST BE IN ACCORDANCE WITH AWWA STANDARD C511-LATEST,"REDUCED-PRESSURE - W (7 Z�N�i PRINCIPLE BACKFLOW-PREVENTION ASSEMBLY"' \\�\\�\\�\\�\\�\\� bill .A Z 10.2" BALL CHECK VALVE TO BE FLOMATIC 208T OR APPROVAL EQUAL. \��\\�\\�\���\�\��\��� FORCE MAIN SPECIFICATIONS: �����`�� �� �� �\ ,������ �� O \ \ \ O z 0 1. FORCE MAIN PIPING SHALL BE DR25 PVC UNLESS OTHERWISE SPECIFIED. PIPE SHALL HAVE MIN. z WORKING PRESSURE OF 100 PSI AND BE IN ACCORDANCE WITH AWWA C900-89, "AWWA STANDARDS FOR w m PVC PRESSURE PIPE, 4 IN. THROUGH 12 IN., FOR WATER DISTRIBUTION." HDPE PIPING SHALL BE DRILO MIN. WORKING PRESSURE RATING OF 160 PSI. PIPING SHALL CONFORM TO C906-99, "AWWA STANDARDS FOR PE PRESSURE PIPE AND FITTINGS, 3 IN. THROUGH PROPOSED 2" PVC TO PROPOSED METERS 63 IN. FOR WATER DISTRIBUTION." EXIST. 6"ABPW EXIST. 8"ABPW \ / 2. JOINTS: ALL JOINTS IN PVC PIPING SHALL BE RESTRAINED TO WITHSTAND PUMP OPERATING PRESSURES AND FORCE MAIN WATER MAIN PRESSURE SURGES BUT NOT LESS THAN 100 PSI. 3. a FITTINGS: ALL FITTINGS SHALL BE MECHANICAL JOINTDI OR GRAY IRON CONFORMING TO ANSI/AWMNA A21.10/IC110, + +, 250 PSI MIN. PRESSURE RATING, OR DI COMPACT FITTINGS 4 IN THROUGH 12 IN IN ACCORDANCE WITH ANSI/AVWVA A21.53/C153. I I Ir 4. MECHANICAL JOINT ENDS SHALL MEET AWWA C111, "AMERICAN NATIONAL STANDARD FOR RUBBER-GASKET JOINTS FOR DUCTILE-IRON PRESSURE PIPE FITTINGS,"CLASS B. VALVE CONSTRUCTION SHALL MEET REQUIREMENTS OF SJCUD DRAWING L) STANDARDS, SECTION 14.8. rr�� 5. MIN, AND MAX. COVER OVER FORCE MAINS SHALL BE 30"AND 36" RESPECTIVELY IN UNPAVED AREAS AND 36"AND D`"L 42" RESPECTIVELY IN PAVED AREAS OR AS REQUIRED FOR FDOT OR RAILROAD RIGHT-OF-WAY. PROPOSED 8" x 2" DOUBLE STRAP 10 0F 11 6. FORCE MAIN SHALL BE PRESSURE TESTED IN THE PRESENCE OF ABPW INSPECTOR. CONTRACTOR SHALL GIVE 24 HOURS NOTICE PRIOR TESTING. SERVICE SADDLE AND CORP. STOP DATE: AUGUST, 2002 WATER MAIN CONNECTION DETAIL PROJECT NO.: SBAC-WSDETI.DWG 08099 / O z 2-030 P-;,e�cf-v \4Ve . ALARM BEACON ILI / ' (J -_...� — __... L W it 2 Rip ZI I CON PUMP I PUMP 2 ui GENERATOR z RECEPTACLE g cn _j ul 0 1T- � � L c) Ille 0 r oz ALARM 1 ow F/ 0 n HORN L\=2J IM LEM SEAL um A" PUN ALUMINUM VALVE BOX COVER OFF HOFF -ALUMINUM HATCH > LLJ W x=1 LOCKABLE ACCESS DOOR mz�D c- < _j COVER WITH LOCKABLE ACCESS DOOR -0 __j WETWELL PLAN VIEW L�L FRONT VI_EW_­_____]f_ UJ >_ �4 M FIBERGLASS ENCLOSURE WITH C3UJ m C) c Lli PADLOCK LATCHED COVER CONTROL PANEL y za- a- u U7) < � Lij J Lj Cr- T SERVICE DISCONNECT fj) M 0 u CONTROL PANEL NOTES: Lu /-ALUMINUM HATCH 1 . PAI`iqEL SHALL ALTERNATELY ACTIVATE PUMPS. wu- COVER WITH LOCKABLE EXPLOSION PROOF ACCESS DOOR 2. COI`NTRACTOR TO FIELD VERIFY PHASE AND VOLTAGE. z JUNCTION BOX W (D 0 `l' STAINLESS STEEL � F_ < HINGED COVER ALUMINUM VALVE BOX COVER 3. PAIS EL TO INCLUDE AUDIO AND VISUAL HIGH WATER ALARMS. CABLE RACK Lu < TYPE EJB-GI3_ 72" PVC VENT STAINLESS STEEL W LOCKABLE ACCESS DOOR 4. COtNTROL BOX TO MEET NEMA 4X REQUIREMENTS. 0 UPPER GUIDE z TOP ELEV. 12.25 BRACKETS 0 5. PAN\IEL TO INCLUDE RUN LIGHT AND H-O-A SWITCH FOR EACH PUMP. X z 6/ LLJ cn NOTE: z 6. PANS TO INCLUDE ELAPSED TIME METER FOR EACH PUMP. 0- 0 co EMEf,,.GENCY PUMP OUT (n Irl- z 1 RAISE WETWELL STAINLESS RESILIENT MOUNT ELEVATION AS STEEL LIFT SEALING SYSTEM 2" SCHEDULE 80 PVC NEEDED TO AVOID I I .;l ';'ED GATE / BALL VALVE CHAINqS FLAN INFILTRATION IN CONCRETE VALVE BOX ALUMINUM I L DEPRESSIONAL AREAS. TWO (2) 2 IL CONDUITS- 2. PUMP STATION SHALL NOT RECEIVE TWO (2) 2 z DRAINAGE FROM FLOOR CONDUIT HUBS/ 2 SCHEDULE 80 PVC I DRAINS OR ANY OTHER FLANGED GATE BALL VALVE NON-DOMESTIC WASTES. cn 2" SCHEDULE 80 PVC 0 211 PVC P-TRAP (HUBS ON >_ C4 z FLANGED BALL CHECK VALVE BASIN & VALVE BOX SUPPLIED P-TRAP FIELD 6" E. INFLUENT MOUNTED & SUPPLIED By ALL VALVE BOX FITTINGS TO ;> INV. ELEV. =9.55 -__ _ CONTRACTOR) BE FLANGED TO ALLOW FOR REPAIR OR REPLACEMENTS 6" N. INFLUENT T 2" SCHEDULE INV. ELEV. = 9.25 i 9 80 PVC PIPING SPECIAL NOTES 00 PUMP STATION INFORMATION HIGH WATER ELEV. 8.25 DESIGN CONDITIONS CONCRETE Ln N BASIN PUWP MANUFACTURER MYERS LAG PUMP ON ELEV. = 7.25MOIDEL WG30 IMPELLER 3 1/4 -- ills I ills DISCHARGE 2 1 / 2' MOTOR RPM 3450 0 Z AINL�OS GUIDE RAID 3 HP VOLTS PHASE 60 HZ w W DESIGN POINT 25 GPM AT 20 FT. TDH 0 z 0<4 LEAD PUMP ON ELEV. 6.25 MA)X. SPHERE N / A INCH (ES) no LIJ ,umi w -T- , Ln NUI`MBER OF PUMPS: 2 , Ljj 0 Z 01 PUMPS OFF ELEV. 5.25 PUhMP ACCESS HATCH SIZE: 24" x 36" wztL- PUWP CENTERLINE SEPARATION PER MANUFACTURER z _1A I LIFT-OUT PHASE AND VOLTAGE TO BE CONFIRMED [� o 4°'U BY ELECTRICAL CONTRACTOR RAIL SYSTEM 0 z SUBMERSIBLE I Z W GRINDER PUM a 611 0 BOTTOM ELEV. 4.25 1 1-0 It I 41 -4-CONCRETE BOTTOMV) SLAB 0 DRAWING 41-011 PS-111 0 OF 11 6 Li DA7E: V) AUGUST, 2002 PROjE C7 NG.: WETWELL ELEVATION MR—PSDETI,dwg 08099 �2_o3o Emact,