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587 Beach Ave Tree Plans 2015 CITY OF ATLANTIC BEACH s� 800 SEMINOLE ROAD J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 TREE PERMIT MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-DRTV-1008 Job Type: DEV REV TREES/VEGETATION Description: tree removal permit application Estimated Value: Issue Date: 3/13/2015 Expiration Date: 9/9/2015 PROPERTY ADDRESS: Address: 587 BEACH AVE RE Number: 170157-0000 PROPERTY OWNER: Name: CRABTREE, RR Address: 8777 SAN JOSE BLVD PROPERTY OWNER: Name: MOQUIN, KIRK &ANNE MARIE, Address: 2375 S PONTE VEDRA BLVD GENERAL CONTRACTOR INFORMATION: Name: AURORA CUSTOM HOMES Address: P O BOX 329 QA MICHAEL K. LENAHEN Phone: - - PERMIT INFORMATION: FEES: TREE REMVL SNGL/TWO FMLY $125.00 Total Payments: $125.00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. TREE REMOVAL PERMIT City of Atlantic Beach Building and Zoning Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 r�JF3J�'' Phone: (904) 247-5826 Fax: (904)247-5845 Email: Building-Dept@coab.us Permit: 15-DRTV-1008 Applicant: Aurora Custom Homes R/W Address: PO Box 329, Ponte Vedra Beach, FL 32004 Site Address: 587 Beach Ave Phone: (904)246-5400 RE#: 170157-0000 Email: Thomas@aurorabuilders.com TREE REMOVAL CALCULATIONS REMOVED Oaks Others Protected Trees Removed: 0 inches Total 86 inches 86 inches Mitigation Needed: 0 inches 86 inches 86 inches Trees Removed: 5-12"Palms, 10" Palm, 2-8"Palms MITIGATION Oaks Others Credit for Trees Preserved: Total Credit for Trees Relocated: 0 inches Credit for Trees Planted: 0 inches 0 inches 260 inches 260 inches Total: Trees Preserved. 260 inches Trees Relocated.• Trees Planted. 15-12"Palms, 8-10"Palms ADDITIONAL MITIGATION REQUIRED Oaks Others New Trees Planted: 0 inches Total 0 inches 0 inches or Payment Into Tree Fund: $0.00 $0.00 $0.00 or A Combination of the Above Additional Notes: Trees in the right-of-way are mitigated at a ratio of 1"planted for 1"removed. Status is in accordanc ith the City of Atlantic Beach code of ordinances in effect at the time of review. APPROVED DENIED F] Jremy bsch, TPO ADMINISTRATOR DA E � TREE REMOVAL PE s a RMIT City of Atlantic Beach Building and Zoning Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone: (904)247-5826 Fax: 904 ( )247-5845 Email: Building-Dept@coab.us Permit: 15-DRTV-1008 Applicant: Aurora Custom Homes Address: PO Box 329, Ponte Vedra Beach, FL 32004 Site Address: 587 Beach Ave �#: Phone: (904) 246-5400 170157-0000 Email: Thomas@aurorabuilders.com TREE REMOVAL CALCULATIONS REMOVED Oaks Protected Trees Removed: 12 inches Others Total Mitigation Needed: 158 inches 170 inches 6 inches 79 inches Removed: 12" inches Trees Removed 12"Oak, 8-12 Palms, 10-10"Palms, 6-8"Palms MITIGATION Oaks Credit for Trees Preserved: Others Total Credit for Trees Relocated: 0 inches F Credit for Trees Planted: 12 inches 0 inches 168 inches Total: 180 inches 180 inches Trees Preserved- Trees Relocated: Trees Planted: 2-6" Olive, 5-6"Palms, 3-10"Palms, 9-12"Palms ADDITIONAL MITIGATION REQUIRED Oaks Others New Trees Planted: 0 inches Total 0 inches or 0 inches Payment Into Tree Fund: $0.00 $0.00 or $0.00 A Combination of the Above Additional Notes: Trees are mitigated at a ratio of 1"planted for 2"removed. Status is in accordan with the City of Atlantic Beach code of ordinances in effect at the he time of review. DENIED El 3 ' remy Hubs , TPO ADMINISTRATOR DATE 0,4 TREE & VEGETATION REMOVAL PERMIT APPLICATION INSTRUCTIONS ,,:; City of Atlantic Beach I Department of Community Development J \jd (1) Complete and sign this form. (2) Attach the required supporting exhibits as listed on the application " (P) Seminole Road Atlantic Beach,FL 32233 checklist. ,j„<J (P)904 247-5800 (F)904 247-5845 (3) Contact the Department of Community Development if you have �' Single-/Two-Family Residential $125.00 questions or need assistance completing the application or determining which exhibits are required for your particular project; r Multi-Family Residential $250.00 (4) Submit this form, along with all required exhibits and payment toCommercial/Industrial $250.00 the City of Atlantic Beach,and in the appropriate amount according to the application fees listed to the right, to the reception desk at F- Institutional/Other Non-residential $250.00 the Building Department. Application#TREE - SECTION I -SITE INFORMATION f ' PHYSICAL ADDRESS -5S7 If an address has not been assigned to this property,contact the AB Building Department at (904)247-5826 to request on address. SUBDIVISION BLOCK LOT RE# SECTION II-APPLICANT INFORMATION (— OWNER (— LEGAL AUTHORIZED AGENT NAME OF APPLICANT �P, ADDRESS OF APPLICANT -� �� 3•Z� P��tE ��v A f? _ 1/ �•Z O�� PHONEvL) CELL � �5-/C�1 q0 � EMAIL 1}S R Q to Fx5.u l C1('1 ro r SECTION III-TREE&VEGETATION REMOVAL REQUEST I REQUEST THAT THE TREES&VEGETATION ON THE ABOVE DESCRIBED PROPERTY AND INDICATED ON THE ATTACHED REQUIRED EXHIBITS BE APPROVED FOR REMOVAL,AS PROVIDED IN THE CITY OF ATLANTIC BEACH VEGETATION CODE,CHAPTER 23, FOR THE FOLLOWING REASONS(check all that apply): F- Vegetation(trees)are difficult to maintain/owner dislikes. F-- Trees are dead,diseased or so weakened by age,storm,fire,or other injury so as to pose a danger to per roperty, improvements or other trees. F- Vegetation(trees) pose a safety hazard to pedestrian or vehicular traffic or cause disruption to publi �tyselita ' r Vegetation(trees)pose a safety hazard to buildings or structures. r Vegetation(trees)completely prevent access or cross access to a lot or parcel. Vegetation and/or trees prevent development or physical use. Itis the intent of this provision thata p it shall be granted for`; the removal of vegetation and/or trees when the applicant has demonstrated an effort to design or locate the proposed improvements so as to minimize the removal of vegetation and/or trees. I HEREBY CERTIFY THAT AL NF RMATION PROVIDED WITHIN THIS APPLICATION IS CORRECT AND I AGREE TO COMPLY WITH ALL PROVISIONS >IKF PTER 23,PROTECTION OF TREES AND NATURAL VEGETATION,AND ALL OTHER APPLICABLE CODES AND ORDIN F THE CITY OF ATLANTIC BEACH. SIGNATUR&IfF APPLICANT DATE FOR INTERNAL OFFICE USE ONLY FRONTAGE FLU NAR ESA SR-1 DEPTH ZONING UBEX H/H SR-2 AREA ISA WAIV OA8 CR Tree&Vegetation Removal Permit Application_versionoi.oi.og - EXHIBIT B. TREE &VEGETATION INVENTORY Application#TREE For the removal of 25 trees or less associated with major development, redevelopment or renovation of or addition to single- family or two-family structures,or the removal of 25 trees or less associated with the renovation of or addition to all other non- residential uses, use the grid below to create a Tree&Vegetation Inventory. Note the scale on the bottom of the page. Plot the boundaries of the subject property,as well as existing and proposed structure(s). Label all adjacent streets. Note the location of { trees to be removed With an"X". Note the location of trees to be preserved with"[ )". Note the proposed location of replacement I (mitigation) trees with "O". Number all trees, whether to be removed, preserved or replaced, and list on EXHIBIT C. Tree & Vegetation Mitigation Worksheet. _T Bc (L Q�w��D '`jS `r o.. SQL— G D r I E I 1 Gia z x all �S/1l •, 3 1 17 t Qa1v 5 K16�J I�rt Pis S Eve P�� PrrLr IS C� 12"PA-tt,� a�8 ts 1z� � (�,►° P�r.s ��Z„off s Z I-L” ("Zr To k PREPARED BY: r, , SCALE: 1 SQUARE= i EXHIBIT B Tree&Vegetation Inventory-version oi.ozog TO BE COMPLETED BY THE APPLICANT TO BE COMPLETED BY CITY STAFF ID DBH SPECIES CONDITION "X" °[ ]" "O" TYPE ZONE STD DBL CR COMMENTS tee■ ��s:��o 5' k��`�i1Z CREDIT TO BE COMPLETED BY THE APPLICANT TO BE COMPLETED BY CITY STAFF ID R DBH SPECIES CONDITION "X" "[ ]" "O" TYPE ZONE STD DBL CR COMMENTS. STD MITDBL'MIl CREDIT O .AL Reeves, Derek From: Thomas Kervin [thomas@aurorabuilders.com] Sent: Monday, January 26, 2015 9:47 AM To: Reeves, Derek Subject: FW: FW: Landscape Plan 587 Beach Ave Derek, Please see below DBH info from Cascade. Please let me know if you need anything else. Look forward to hearing from you on the new design. Has Doug with Public Works had a chance to review. I still need to get with him on the ROW and Revocable Permits. Do you have an email for Doug? Thanks. Sincerely, Thomas Kervin Aurora Custom Homes, Inc. 904-246-5400 Office 904-246-1599 Fax 904-545-1009 Cell From: Mike at Cascade Outdoor Design [_mailto:Mike@cascadeoutdoordesien com] Sent: Monday,January 26, 2015 9:20 AM To:Thomas Kervin Subject: Re: FW: Landscape Plan 587 Beach Ave Thomas, The DBHs are as follows: 10" DBH - 14' Cabbage Palm 12" DBH - 18' Cabbage Palm 6" DBH - Chinese Fan Palm 10" DBH - Sylvester Palm 6" DBH - Olive Tree Let us know if you need anything else. Regards, On Mon, Jan 26, 2015 at 9:05 AM, Thomas Kervin <thomasnu aurorabuilders.com>wrote: Can you field this. Thanks. Sincerely, i Thomas Kervin Aurora Custom Homes, Inc. 904-246-5400 Office 904-246-1599 Fax 904-545-1009 Cell From: Reeves, Derek [mailto:dreeveskcoab.us] Sent: Monday, January 26, 2015 8:43 AM To: thomasgaurorabuilders.com Subject: Landscape Plan 587 Beach Ave Thomas, Can you get me the DBI-Is for the trees to be planted at 587 Beach Avenue? Even if they are just minimum DBHs. I need them to do the mitigation calculations. Thanks, Derek W. Reeves Zoning Technician City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 270-1605 dreeves(ab-coab.us 2 This email is free from viruses and malware because avast! Antivirus protection is active. Mike Cascade Outdoor Design Mike Farnsworth 1904.226.1183 1922 Felch Avenue, Suite 4 Jacksonville, FL 32207 www.cascadeoutdoordesign.com 13 0 = This email is free from viruses and malware because avast! 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A a, N L 1 /' � .........................................................................................................:: ...........................................-.-::......... : a ....... . ....11 1..........1. ........................................ +� � 41 >- tt � r" cr " o ao W +; �- s ,n Q o aA '� U >,�;__ >_ �n v - .a.- _ - _ - - - _------ 1111 � . ._ - � . - I.... ;. - GENERAL NOTES E 1. The scope of these plans is limited to the structural requirements of this project. Architectural, ~ 15 co STUCCO WALL INSTALLATION NOTE: 0 CO E INSTALLATION, CONTROVEXPANSION JOINTS, AND WEEP HOLES FOR STUCCO WALL civil (site), electrical, mechanical (plumbing and HVAC), waterproofing, and flashing requirements w > 't o ; -r- SHOULD SHOULD BE IN ACCORDINAGE WITH ASTM R 61003 STANDARD SPECIFICATION FOTHE are not addressed in these plans. �_ V M @j INSTALLATION OF LATHING AND FURRING TO RECEIVE INTERIOR AND EXTERIOR 2. It is the intent of the Landscape Architect (LA) that this work be performed in conformance - Cn o cZ PORTLAND-GEMENT BASED PLASTER. C cu with all requirements of the authorities having jurisdiction over this type of construction and occupancy. = o FL u.. 5° PITCH FROM CENTER PLANTER ! a) STUCCO FINISH AT TOP FOR DRAINAGE 3. The contractor is responsible for the means and methods of construction. It is the contractor's Z U }`� co OF WALL 5° PITCH FROM CENTER FIN15H Q QC a sole responsibility to determine the procedure, sequence, and temporary bracing as to insure FOR DRAINAGE GRADE J Q the safety of the building and its component parts during construction. ¢ ,• STUCCO FINISH AT TOP 5° PITCH FROM CENTER 1" STUCCO FINISH OVER STUCCO DOWN 8" MIN. 4. The contractor shall verify all conditions and dimensions at the job site prior to commencing work. w m co OF WALL FOR DRAINAGE WIRE MESH OR LATH BELOW FINISHED GRADE STUCCO FINISH AT TOP I Q 0 w OF WALL 5. The contractor shall supply, locate, and build into the work all inserts, anchors, angles, plates, a- � openings, rcsleeves, hangers, slab depressions, or other components as may be required to attach U Q I 70 "- C Ca �� i �...�,� ,n NO. 4 HORIZONTAL I [,.; and accorrjmodate other work. Q U o !! 11 /,' i�>� !! / - i 1 ni:F G. All details and sections shown on the drawings are intended to be typical and shall be REBAR @ 16' O.G. / , , 1" STUCCO FINISH r .I 1 STUCCO FINISH OVER I I!i: 0 E f ;i CONTINUOS II I OVER WIRE MESH construed to apply to any similar situation elsewhere in the work except where indicated otherwise. ' !1 WIRE MESH OR LATHCU ! � 8x8x1G GMU E OR LATH iii!ii 8x8x1G GMU 7. Refer to the drawings for all structural details and sections. The contractor shall contact Z n I ! W (RUNNING BOND) 1"X #4 GRAVEL 4x8x1G GMU I the LA for clarification in cases of conflict between the these drawings and any drawings W Q c r (RUNNING BOND) I i i'. y r. X Q !! r ____ ._____ _, BLANKET, 12"THICK. 0) (RUNNING BOND) i !li ' re ared b others rior to commencin work. J J o N ::I q Z to 0 3" MULCH p p Y- P 9 M W !! NO. 4 HORIZONTAL !! tea' ! !i ! SURROUND WITH W OL NO. 4 VERTICAL � NO. 4 VERTICAL o ° �! p .h p p g v Q REBAR @ 1G" O.G. !! ° FILTER FABRIC AND DC PLANTER FILL 3. It is the owner's and/or contractor's res onsibili to obtain a soils exploration report. The deli n of = REBAR @ 02" O.G. �p AT THE TOP. Q NO. 4 VERTICAL r �s REBAR @ 32" O.G. CONTINUOS �!i I a !! the project structure assumes an allowable soil bearing capacity of 2000 psf. The LA shall be v)°� `!!. ! i- cel I! / I o BRING GRAVEL BED X REBAR @ 32" O.G. !!! STUCCO DOWN 8" MIN. a� > _ ! i ; W 1/2" FELT EXPANSION I / iso I notified if soil conditions encountered differ from the noted assumptions. All requirements for site _r o ' I = JOINT !! 12° TO WITHIN 12" OF THE O = I t> BELOW FINISHED GRADE �, cfl �;I '!I FINISHED GRADE. i III preparation soil compaction specified in the soils report shall be followed unless more ►n � SOLID GORE-FILLED DRAIN PIPE wITH s° crl w �! , - �- NO. 4 HORIZONTAL _ 1 r1 i 3 - NO. 4 REBAR i , stringent m requirements are specified in these plans. - 11 !! WALL DIAMETER FLEXIBLE _ I [ CONTINUOS 11.1 I REBAR @ 1G" O.G. D a' (' r o , ,,: CONTINUO5 = Z -;;_I, I! p / l o o I PRE-WRAPPED IN !!i` T DRAIN PIPE, ! !! !! D HARDWARE AND ANCHORS NO. 4 REBAR @ 24" O.G. 11 o FILTER FABRIC. SLOPE ;*:I' ll[.:: SOLID GORE FILLE Y �. !! ,9NISH SLAB AS NEG. ,I o F- WALL . ( ) { PIPE 1/4" PER FOOT TO FIN15H GRADE {'1 4!1 ( O C0 1i I ! �' 1. All framing anchors and connectors shall be manufactured by Simpson Strong-Tie, United Steel DRAIN BEYOND WALL. FINISH GRADE !" / I �.... I .. < O Products (USP), Engineer approved equal. ,,:I _N / / ;;'i r < < V- /: , I o a ! I I r ( r ) 9 PP q t 111 , � , !! ! _,T,_ ----- ZZ ,'X ; ... i. I % :. E__ - , : hall be in accordance with ASTM A307 or ASTM - N W W !! M�, !!r.: 2. All anchor bolts and threaded rods s �; . ,> = Q W �i 'i! r/ ' i i F1554, Grade 36. = Z O z i i ; 3. All metal connectors and hardware which are exposed to the exterior or in contact with ACQ � � !! ry Z li J 1. 1. CV l9z ii = P o ==--1� , O = % __=_ _ ___ _____� cv pressure treated lumber shall be Type 316 stainless steel or galvanized per ASTM A153, �, - -- : , �= === _-___=_� - U 1, =-- -_-- -- - SOLID �, , . ll`--==__� ass G or ASTM BGDS GI"ass SCU. _ .111W " GORE-FILLED - -_ CI . . r.<. /fir 4. Anchor adhesives shall be either Epoxy-Tie SET or Acrylic-Tie AT by Simpson Strong-Tie (with . .r t / WALL w �;. :. i r les shall be ' 'A �. ` nufacturer's Ins tructio s i ::, Ni 11 . <: _ .,,:.:. 1. 1. `:::�-, Florida Product Approval) and installed according to the ma �i KEYWAY %i / NO. 4 REBAR @ 24" O.G. cleaned of'all debris and brushed out prior to installation of anchor adhesive. 3 - NO. 4 REBAR CONCRETE FOOTING1. /. CONTINUOS 24" I 1. ^ IV I NO. 4 REBAR @ 24" O.G. 3 - NO. 4 REBAR CONCRETE FOOTING \r®N C R ETE 12 CONTINUOS COMPACTED 5UBGRADE � COMPACTED 5UBGRADE /� !; ; 24" 1. All concrete work shall be !n accordance with "Building Gode Requirements for Structural Concrete," o 2'_G° I COMPACTED SUBGRADE " AGI 318-08, and "specification for Structural Concrete,"AGI 301. a a a a a a z 11 �� ALL SECTION TYPICAL PICAL /�11 GARDEN WALL SECTION 2. All concrete shall have the following minimum compress strength at 28 days: -f YP I CAL F R E ESTA N®I N G WALLS CTI IV TYPICAL I CAL RET I N I N G W `°F /'1 Slabs on grade, footings, and mist. concrete: fc=2500ps SCALE: V = 1'-O° SCALE: Y = 1'-O" Structural slabs, walls, beams and columns: fc=3000ps SCALE: 1" = 1'-O" , Designated radon zones only - all concrete: fc=3000ps PROVIDE EXPANSION JOINT AT EVERY PROVIDE E PANSION JOINT AT EVERY PROVIDE EXPANSION JOINT AT EVERY 3. Gement shall conform to 'Specification for Portland Gement" (ASTM 6150) 4' O.G. ALONG THE ENTIRE LENGTH OF - 4' O.G. ALONG THE ENTIRE LENGTH OF 4' O.G. ALONG THE ENTIRE LENGTH OF 4. Aggregate,shall conform to "Specification for Concrete Aggregates" (ASTM C33) THE POURED FOOTING AS PER A CITY THE POURED FOOTING AS PER A CITY THE POURED FOOTING AS PER A CITY w� 5. Water shalf`be clean and free of injurious amounts of oil, acids, alkalis, salts, organic material or OF ATLANTIC BEACH REQUIREMENT OF ATLAN IG BEACH REQUIREMENT OF ATLANTIC BEACH REQUIREMENT other substances that are deleterious to concrete or steel reinforcement. UJ >, G. Reinforcing-steel shall be ASTM A615 Grade 40 unless otherwise noted on the structural _� drawings. All reinforcing details shall conform to% "Details and Detailing of Concrete Reinforcement," vJ AGI 315, un�ess detailed otherwise on the structural drawings. 7. Tolerances for foundation and slab alignment as well as placement of reinforcement shall be in 8"' TIMBER PILE/POLE 2x8 P.T. PINE GAP accordance with "standard Tolerances for Concrete Construction and Materials,"AGI 117. Footing or "`-� @ 70. . Q slab edges may be up to 1/2" inside of the sill plate. NOTE: 45° CHAMFER 8. All concrete slabs on grade shall be the thickness as indicated on the drawings over minimum Gmil. W SEE PLAN FOR N MBER OF RISERS. FINISH GRADE polyethylene(visqueen) vapor barrier. Slabs shall be reinforced with GxG W1.4x1.4 WWF lapped 8" at r edges and pends in conformance with ASTM-A 185, or fibermesh reinforcement shall be used with a PLANTER % ' minimum fiber length of 12" to 2" complying with ASTM G 1116. The dosage amount shall be 0.75 to 5° PITCH FROM CENTER FINISH 1.5 pounds`;,per cubic yard in accordance with manufacturer's recommendations. DRAINAGE GRADE " EXP. 5T CCO WALL 9. Slabs on grade shall bear on structural fill which shall be clean sand free of debris and other FOR 1/2 X JOINT !k deleterious material. Structural fill shall be compacted to a density of at least 95% of the 2 STUCCO FINISH AT TOP 1 1/2" _ i Modified Proctor Maximum Dry Density (ASTM D1557). Fill shall be treated with termite poison M OF WALL 2- 2X6 P.T. \_�/ before slab is placed. II. 1. WHALERS T 10. Footings I earundisturbedi r n s uc ur Structural I e compacted o a FINISH O. 3 REBAR.:. . )il F tings may b upon soil o upon tr t al fill 5tr t Fal fill shall b compo d t r? '. f �� I .: ° Dr Densi ASTM D1557 for a depth h..', .4a_ E density of at least D5/o of the Modified Proctor Maximum y Density ( ) p l ; r�/ GRAD (Tl'P.) O M 4x8x1G GMU .,n,1,, -: . / -� _ M W { .... "" ... 2x8 P.T. 12" WIDE of at leastjtwo feet (2' O") below the bottom of the footing. W CV (RUNNING BOND) TIG LS j !! VER A GRANULAR. 11. e o owl um concre e cover shall rove or reinforcement:h f II . Ln ,, �; T C'7 ° OPE' LL ! ainst anldb ermanded for osed to earth 2 5L ng'3'inGoncrete cast a Z CV � NO. 4 VERTICAL r U1 9 P Y p W O z REBAR @ 32" O.G. !I; 3" MULCH ' , I L_ - FINISH '2" Ill f i re e se o or weather o o w • "-20" 1-i'' I! 12 Q GRADE :1 %CConcretexnot exposed to earth or weather w a +�. W 18 { i!N n p Q v oc - PLANTER FILL ; ,. = LU p[ Z. IiE % II !! ' :' II continuous reinforcin steel in concrete shall be la -s liced with the followin minimum len ths. �( Q I- ._ , ,: < 12. A g lop-spliced 9 9 V U m o I 1 !! �` % 1 . 1.11 1, w /iii 4 bars. 21 minimum STUCCO DOWN 8" MIN. II !! O # w f- 1! !! . , : .. f- , i ': /. - �-�.- , :� I LOW FINISHcD GRADE / 11 O ' L ��,.:,. BE ; (V crl W I. :#5 bars: 2G" minimum W o � . I I!i m I ::i!, 1. \ - ! NO. 4 HORIZONTAL � t`� ' i #G bars: 32" minimum I` z W �. , . .: , r.::. 47 </ Q i " corners or corner bars shall be used. C)O _ = II R @ 1G O.G. _ 13. Reinforcement in footings shall be bent around co e s c0 -I I I; . ,, . ,,... i Li CONTINUOS Iters etc. necessary to su ort reinforcin steel. !i; FINISH r/ 14. e con or ov! e ter air asters, PP 9 Q = II [ W l9 > c,; Z ;. -IOU 11 % r:. . ,- .a: . WALL M r ncrete surfaces shall have ends which are t or L,� - , �� GRADE D Support Itet s whQlh beardon exposedcco s e plan is tipped SEAT �� Z 1, { .11 . 1 STUCCO rlNl�ri 1. '.I' t l OVER WIRE MESH = i! , 1 i Z stainless steel. FINISH GRADECo I! j DEADMAN F .I I OR LATH /i !! i! _ , / .:.. �. ,�,, -:�r <. 1! WALL MASONRY o SEE 8 RETAINING �j / /' /r I Iii `€ i//// i ./. , !I !I ; Imoti . ....::...: - - ;:.r< +11.00 11.00+. .L:.. 11.00 ,....:T W 1..5 15.00 TW 15.00 BW 11. 0 BW 11.00 5 : ......... ...... ......... ......... ....... ..... .. " 7 RISERS MEET EX. GRADE i7....., 16.00 16.00 17.75 -�BW 14.91 BW 15.41+ SEE ARCH. MEET EX. GRADE t DRAWINGS FOR _ GRADING IN AND AROUND POOL AREA ° t ' 3:1 12" PVC PIPE TIED 16 16.1 INTO ROOF DRAINS- 1 .16 SLOPE TO DRAIN IN 17.25 SAND AREA 1 FFE 17.90 7. 3 + 12" PVC PIPE TIED MEET EX. GRADE INTO ROOF DRAINS- SLOPE TO DRAIN IN 16 SAND AREA 0 a • S 3 /<£ TS 17.2 R. 5.10 S15. 75 4 9°� FFE 17.90 k 3 RISERS 1 311 { ' v FFE 17.90 MEET EX. GRADE F 17 +17. 3 MEET EX. GRADE 17.83` 15 31, MOQUIN RESIDENCE Grading Plan g 7.75 12/ 20/14 --17.90 �— `17.58 17.58 SLOPE TO WALL TO MEET EX. 3RA DE WE 17 90 17.30 3:1 Sheet L 1 .2 a -R 16.58 12" PVC PIPE TIED INTO {° s` - BW 15.00 ROOF BRAINS- SLOPE TO 4 DRAIN;,IN PERMEABLE 17 - j COURT AREA 16 `:—Y- 15 14 Jeff Macfarlan, Landscape Architect LA #6666813 i 11r ! 7.75 17.90 + .:. - -�- - ' 17.58 17.58 SLOPE TO WALL TO MEET EX. 3RA DE FF4..17.90 3:1 �... 17.30 TW 16.58 12" PVC PIPE TIED INTO BW 15.00 ROOF DRAINS- SLOPE TO DRAIN.IN PERMEABLE 17 16 COURT AREA 15 14 12" PVC PIPE TIED INTO MEET EX. GRADE t _ ROOF DRAINS- SLOPE TO DRAIN IN PERMEABLE 1 COURT AREA 3:1 ` FFE 17.90 TW 16.58 3 RISERS BW 15.58 TS 16.83 +17.901725 17.25 �.:. TW 17.90 TW 17.30 16.83 BW 15.33 B 15.33 17 MEET EX. GRADE .�: 14 MEET EX. GRADE TW 17.90 + TW 7.90 16.53 16.53 RIM 13.01 BW 15.33 BW 1 65 V 15.33 (1°� 16.16 16 tCb '`W 17.16........ ..... BW 15.54 15.78 15.7 TW 17.90 + BW 15.33 BW 15..f,;6' MAINTAIN 1% SLOPE TW 15.50 MIN. INTO PROPERTY TW 17.66-L :".... BW 12.50 TO AVOID DRAINAGE BW 15.66 ;.- ` FLOW INTO i< ADJACENT PROPERTY I L 0.5%_ ' rW 176 TW 1816 15 W 15.66 BW 15.66. TW 19.00 15 BW 15.00 MEET EX. GRADE TW 16.83 TW 16.83 MAINTAIN 4'WIDE OF BW 15.33 BW 15.3313.75+ 0.5 % SLOPE FOR 14 GATE BW 13 5 +BW 14.00 8.:: TW 17.66 1 - BW 13.66 MEET EX. GRADE O o 13 MEET EX. GRADE t i MOQ U I N RESIDENCE Grading Plan 12/ 20/14 Sheet L 1 .3 is Jeff Macfarlan, Landscape Architect LA #6666813 ;. .� fl if