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Home My WebLink AboutCONSTRUCTION PLANS PAGE 16-30SI S27 BACKOF CURB FACE OF 6" I 11 " MINIMUM 17 MAXIMUM 3,000 P. S.I. CONCRETE N a a AVING' i. A •dd 4 /�� BA�E UBGRAD 18" MINIMUM 24" MAXIMUM NOTES 1) EXPANSION JOINTS REQUIRED AT ALL STRUCTURES AND CURB RETURNS 25 FOOT MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS. 2) 3,000 PSI CONCRETE WITH SMOOTH FINISH. 3) COMPACT SUBGRADE TO 98X PROCTOR. STANDARD CONCRETE CURB & GUTTER T N. T.S. JON STOP1) M R1-1 SIGN CRITERIA BACKGROUND: RED LETTERING.- WHITE SYMBOLS: WHITE REFERENCE. MUTCD "STOP" SIGN N. T. S. REFER TO (THIS ALL HANDICAPPED PARP STRIPING DETAILS, SIGP SHALL BE IN ACCORDAN REQUIREMENTS OF SEC FLORIDA STATUTES ANC DISABILITIES ACT. S1 BACKOF CURB FACE OF CURB 6" 1711" MINIMUM 17 MAXIMUM 3, 000 P. S.I. � o CONCRETE a N a • . AWN . .�' 4 na r Id :.' vci TOl 24" MAXIMUM NOTES 1) EXPANSION JOINTS REQUIRED AT ALL STRUCTURES AND CURB RETURNS. 25 FOOT MAXIMUM DISTANCE BETWEEN EXPANSION JOINTS. 2) 3,000 PSI CONCRETE WITH SMOOTH FINISH. 3) COMPACT SUBGRADE TO 98% PROCTOR. STANDARD CONCRETE CURB & GUTTER N. T. S. TRENCH Wl� p7H 6" 6"T 1- MI � -,!18"MAX P. S.I. ( CONCRETE PROPOSED U77LI TY LINE . UTILITY CROSSING N.TS. U-3 FIGURE 7-24 tb'6" OF FI ME C 175.7" Border STA OF I WELC " t z4r :jor117J" PROPERTY LINE METER BOX AND PROPERTY LINE METER BOX AND NOTES,' TAPS INTO 7HE WATER LID AS SPECIFIED DO AS SPECIFIED MAIN SHALL BE ON 18" II BY CITY BY CITY. CENTERS (MIN). 1 ;'x t,�s $ SERVICE 4" Rar0111 SERVICE 2. SERVICE PIPE SHALL BE 1 " MINIMUM. Bait m r 3. IF METERS AND BOXS ARE NOT SET 6rete gl Q " AT THE 77ME OF WATER MAIN a O " ASNM RUDTI BY AU OMA77ON PRODUCT,§ I I IS TO BE LOCATED OVER EACH LasT SERVICE AS REQUIRED BY THE CITY. RWfS}ON 07/01/14 CURB STOP CURB STOP PROPERTY LINE 4. SHORT SERVICES REQUIRE 18" MIN SINGLE DOUBLE COVER. LONG SERVICES REQUIRE 24" PLANS MIN COVER (ROADWAYS). I" DIAMETER (MIN) COPPER METERS BY CITY GOOSENECK 3 LONG (MIN) 2'-0" ROADWAY 2r-O" FINISH GRADE OR SWING JOINT OR EQUAL PROPERTY LINE APPROVED BY CITY. APPROVED METER BOX 3/4" OR 1" CORP. I DUAL CHECK VALVE 3STOP OR PLUG VALVE HHCA 34-313 DOUBLE STRAP SERVICE SADDLE CARRIER PIPE FORD METER WATER MAIN YOKE 2" PIPE CASING (MIN) HHC 91AT) 323 UNDER ROADWAY (LONG SERVICE) SECTION WATER METER INSTALLATION N. T. S. U-9 NOTES: ALL HANDICAPPED PARKING SPACES SHALL BE APPROPRIATELY OUTLINED WITH BLUE PAINTED LINES, MINIMUM FOUR (4) INCHES WIDE, AND SHALL BE POSTED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. HANDICAPPED ACCESSIBLE SPACES SHALL MEET THE MINIMUM DESIGN, SIGNING AND MARKING STANDARDS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION, AND SHALL GENERALLY BE LOCATED AS DEPICTED IN FIGURE 7-24. ALL HANDICAPPED SPACES SHALL HAVE AN ADJACENT ACCESS AISLE SIXTY (60) INCHES WIDE (MINIMUM). TWO (2) HANDICAPPED PARKING SPACES MAY SHARE A COMMON ACCESS AISLE. ALL SPACES SHALL HAVE ACCESSIBLE THERETO A CURB -RAMP OR CURB -CUT, TO ALLOW ACCESS TO THE BUILDING SERVED AND SHALL BE LOCATED SO THAT USERS WOULD NOT BE COMPELLED TO WHEEL BEHIND PARKED VEHICLES. PARALLEL SPACES THAT ARE BEING USED FOR HANDICAPPED PURPOSES, SHALL BE LOCATED AT THE BEGINNING OR END OF A BLOCK. CURBS ADJACENT TO SUCH SPACES SHALL BE OF A HEIGHT WHICH WILL NOT INTERFERE WITH THE OPENING AND CLOSING OF MOTOR VEHICLE DOORS. REVISIONS: Q REVISED PAVING DETAIL QREVISED HANDICAP SIGN DETAIL 11/14/17 REVISED PAVEMENT DETAIL A II/27/17 A and Border 1r Br 12'E rE 0 24.5" B- _ B' I- B.1" 6. 6" BE -L C Z'E BE g 9" i 30 7.45 tY-6" OF FLORIDA Legend Border rips E Legend and and Border liv 32" OCMILE j-BE -9, 7Y30" 6'-0" 16-P g 13.7" WELCOME s, To t Informa 13XE ENTE =•E nter 1B° =3.3"E �. - 10" 2B' NEX HT 10"E 13.7' e" 1 1 123Y 166.9" 56,B" 7, FTP-14-M x 7' rder, }Y Real order Legend }3.3 a 'Series E Legend puns Blu ground d and Border W egentl and Border _3 FLORIDA'S - 5" RNPIK 5"e -2.5" 20 m _j - e 15" 56 10" i 3 Border <4" isAll LeRers All Lette1' Seres C1.5" Serles C1° Bearing1" Spaein9Between tines Between Lineso/Text � oftext ----- -- PARKING BY"�01 P-20-96 " FTP-21-06 P x 1'�" DISABLED -7T 1'-6" x nc"r Radii 4d„ Border r Radii,""Border I" Serles C Legend PERMIT �C Is Series C Legend Cow Background DMLY =7"C m land Legentl antl Bortler 1.5" Top Bottom ]r Dive White BortlerWhite Black CR P raN: FY 2017-18 F�D -- DESIGN STANDARDS MINIMUM STANDARD DUTY ASPHALT (SUPERPAVE ONLY) PAVEMENT LAYER THICKNESS MINIMUM REQUIREMENTS ASPHALT WEARING SURFACE 1.5 INCH MINIMUM REFER TO ST. LUCIE COUNTY AND SITE ONSITE - SUPERPAVE ONLY GEOTECH REPORT PROVIDED BY OWNER FOR MINIMUM STANDARDS LIMEROCK, CEMENTED COQUINA, 6 INCH MINIMUM 98% MODIFIED PROCTOR TEST MAXIMUM OR RECYCLED CONCRETE BASE DRY DENSITY, LIMEROCK BEARING RATIO (LBR) OF AT LEAST 100 (150 FOR RECYCLED CONCRETE). STABILIZED SUBBASE COURSE 12 INCH MINIMUM 98% MODIFIED PROCTOR TEST MAXIMUM DRY DENSITY, STABILIZED TO A LIMEROCK 1 BEARING RATIO (LBR) OF AT LEAST 40. COMPACTED FILL 2 MINIMUM HEAVY DUTY ASPHALT (SUPERPAVE ONLY) PAVEMENT LAYER THICKNESS MINIMUM REQUIREMENTS ASPHALT WEARING SURFACE 2 INCH MINIMUM REFER TO ST. LUCIE COUNTY AND SITE ON -SITE - SUPERPAVE ONLY GEOTECH REPORT PROVIDED BY OWNER FOR MINIMUM STANDARDS LIMEROCK, CEMENTED COQUINA, 8 INCH MINIMUM 98% MODIFIED PROCTOR TEST MAXIMUM OR RECYCLED CONCRETE BASE DRY DENSITY, LIMEROCK BEARING RATIO (LBR) OF AT LEAST 100 (150 FOR 12 INCH MINIMUM RECYCLED CONCRETE). STABILIZED SUBBASE COURSE 98% MODIFIED PROCTOR TEST MAXIMUM DRY DENSITY, STABILIZED TO A LIMEROCK 1 BEARING RATIO (LBR) OF AT LEAST 40. 6"x6" #4 GA WIRE MESH (REQ'D IN CONCRETE PAD -20"(SEE NOTE 1) -1- N vRIMARv 0 01 EEM"PTTY I O O O T ENTRY AREA ao +I I 21" 17"----12"---19"-11" 80, TOP VIEW FRONT VIEW FTP-ifi-10 3.75° 11.5" 3.]Y TS"x3 IS a_ /4" Border \ 5" s B Legend Gr arkground e legend• Border, and Florida Symbol iI�'� �'I 3' =1.s FINE -Vc in =. -2'6' > 0 MAX D 5' ILs' 31S' -1.5• -1.5" 3.1" 5Z 3.1" 6 RINBEoo _'i 1" -_ 1" FTP-12-06 a C Txr -�,5 V Radii �" Border ➢^ Series C Legend Supplemental Panel 3.85'• 10..T gg White Background for the FTP-20-06 Blank Legend and Border and FTP-21-06 signs INDEX SHEET SPECIAL SIGN DETAILSNO. NO. 17355 2 of 11 #4 GA IS GRIU STEEL MESH SET 4" DEEP (SEE NOTE 1) 48• Miry STANDARD PARKING STALL DETAIL it 26' PARKING STRIPE DETAIL TWO WAY TRAFFIC (TYPICAL SEE SITE PLAN FOR LAYOUT) D_ 0 w 0 w O N PARKING STRIPE DETAIL ONE WAY TRAFFIC (TYPICAL SEE SITE PLAN FOR LAYOUT) TRANSFORMER PAD THREE PHASE, 1,000 KVA & BELOW (IF GROUND MOUNTED ONLY) NOTES: 1. PAD TO BE POURED IN PLACE WITH CONCRETE TESTING NO LESS THAN 3000 P.S.I. (6 BAG MIX). GROUND UNDER PAD SHALL BE LEVEL, AT FINAL GRADE AND FIRM TO AVOID SETTLING. NO FROZEN BACKFILL TO BE USED AND MINIMUM COMPACTION OF SOIL TO BE 90%. IF SPECIFYING CONCRETE MEETING F.H.W.A. WITH LONG -STRAND FIBERGLASS, USE OF WIRE MESH AND REBAR IS OPTIONAL. 2. MINIMUM CLEARANCE AROUND PAD: BACK=36' SIDES=36' FRONT=120' (FOR HOT STICK MAINTENANCE) PAD LOCATIONS MUST ALSO MEET NATIONAL ELECTRICAL SAFETY CODE, SECTION 15, ARTICLE 152-A-2.REFER TO GUIDELINES FOR OUTDOOR LOCATION OF OIL INSULATED EQUIPMENT NEAR BUILDINGS IN SECTION D. 3. TRANSFORMERS LOCATED IN AREAS EXPOSED TO VEHICULAR TRAFFIC SHALL BE DF PROTECTED WITH SUITABLE PIPE OR "I" BEAMS ON ALL EXPOSED SIDES SUPPLIED & INSTALLED BY THE CUSTOMER AS PER DRAWING C-12. Inl I I- 4. CUSTOMER TO FURNISH ALL CONDUIT AND CONDUCTOR BEYOND THE POINT OF DELIVERY. 4-6" DIA FOOTINGS REFERENCE ONLY FIRMSOIL OR DEEPER TO CONTRACTOR TO COORDINATE WITH POWER COMPANY FIR SIDE VIEW BUILDING PROTOTYPE: ROC60-2020 r FILr -,}: 2 REVISIONS: I1i27i17 CONDUITS WITH INSULATED BUSHINGS OR BELL END 1" MAX ABOVE GRADE --- ------------- THESE PLANS AND ALL PROPOSED tv'CPf, ARE SUBJECT TO ANY COPIRECTICH3 REQUIRED BY FIELD IPdSPECTOSS FIAT MAY BE NECESSARY IN ORDER TO 2A COMIOL'Y IVITH ALL APPLICABLE CODES. MINIMUM STANDARD DUTY (UNREINFORCED) CONCRETE MINIMUM PAVEMENT THICKNESS MAXIMUM CONTROL JOINT SPACING MINIMUM SAW CUT DEPTH 6 INCHES 1.5 INCH MINIMUM 1-1/4 INCHES .7" CONCRETE PAVEMENT v d a a a A MINIMUM HEAVY DUTY (UNREINFOROED) CONCRETE MINIMUM PAVEMENT THICKNESS I MAXIMUM CONTROL JOINT SPACING MINIMUM SAW CUT DEPTH 7 INCHES 14 FEET x 14 FEET 1-3/4 INCHES TIMOTHY W. STACKHOUSE LICENSE N4 �1400 /1/ \� ,I W. ST,q �T............ CL �0.•' 1.10ENS�. L0/1 No. 8140 _-�. �o� STATE I F I� .:'"LUG\ A, 4OR �s/� I V ENC-) .. ENGINEER OF RECORD PROJECT NUMBER: 27080-001-01 PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN PROJECT ADDRESS: 6598 U.S. HIGHWAY 1 PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 CLIENT: VERDAD REAL ESTATE CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. CLIENT ADDRESS: SOUTHLAKE, TX 76092 DATE: 8/16/17 DWG: PRJI r ;. . 1111-. , DETAILS FLORIDA CERTIFICATE OF AUTHORIZATION # 31971 122 CEDAR WOODS TRAIL C CANTON, GA 30114 678-462-4072 01vi IConru I4i ng E ng i nee rri nc. com CII THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER REUANCE ON THIS DOCUMENT YATHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGNEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC. LIMITS OF BUILDING LIMITS OF BUILDING OR EDGE OF LANDSCAPE AREA 2% MAXIMUM WALK, . ,. 2% MAXIMUM ,' CROSS SLOPE ( ':' CROSS SLOPE —5% MAXIMUM SLOPE— REFER ALSO TO SIDEWALK DETAILS O 7A O8 (MIN.) (MIN.) -2% MAX. SLOPE - SIDEWALK SLOPE SIDEWALK SLOPE @ ENTRANCE LIMITS OF BUILDING OR EDGE OF LANDSCAPE AREA -\ LIMITS OF BUILDING OR EDGE OF LANDSCAPE AREA WALK .,. WALK 48".MIN. —+ -.SEE' b-_[E 2 (NOTE" 10 EDGE OF WALK I 5. -SEE NOTE 1 BELOW EDGE OF WALK t5 L} I I (JJJMIN.) (MIN.) 5,�.-- SEE NOTE 1 T "SWING AWAY BAR" (MIN.) (MIN.) BELOW ACCESSIBLE PARKING RAMP - DETAIL O Top View - REFER ALSO TO ACCESSIBLE PARKING STALLS -DETAIL 11 ALTERNATE RAMP DETAIL e PREFERRED RAMP ALTERNATE RAMP 1 I;I�--- 7 0" REFLECTIVE SILVER BACKGROUND WITH BLACK VINYL LETTERING + + ,r— 2 loll 4-10 I I I =�E=NTRANC7(� CLEARANCE9'A" �[ 3 I-3'-0^-{ j -� 7" 4"X4" ALUMINUM Q SQUARE TUBE < R 1i 2 -0 TRASH ENCLOSURE REFER TO DETAILS z CORRUGATED FACE MS20 LIMITS OF BUILDING OR - DRIVE-THRU DO NOT ENTER PANELS WITH BLACK RED REFLECTIVE VINYL Lui N POLYURETHANE SATIN FINISH I EDGE OF LANDSCAPE AREA oozO 2% MAXIMUM I Z w ,. WALK CROSS SL' PE •' Hill o Z aW o 5% AXIMU SLO E — � o ci w R2'-o" S ENO1FLU HDRIVE-THRU BE ow ( IN.) I H PA KINGorFINISH GRADE I- wN u w FINISH GRADE+6"CURB o>mElevation DFINISH /T LANEADE YFrontElevation Side Elevation o Side Elevation R4'-0" ACCESSIBLE PARKING RAMP - DETAIL O (SIMILAR) EXIT ONLY � REFER ALSO TO ACCESSIBLE PARKING STALLS - DETAIL 11 NOTE: STRUCTURAL FOUNDATION AS REQ'D. Additional Sign Faces NOTE: SIGN STRUCTURAL FOUNDATION AS REQUIRED CONDITIONS. DESIGN IS THE 1,-0, k3'-9" BY SITE CONDITIONS. DESIGN IS THE BY SITE RESPONSIBILITY OF THE SUBCONTRACTOR. ^�4-g" ALTERNATE RAMP 2 RESPONSIBILITY OF THE SUBCONTRACTOR. NOTES: DIRECTIONAL SIGN 2020 IMAGE DRIVE—THRU CLEARANCE SIGN 2020 STANDARD IMAGES PAINTED TRAFFIC ARROWS �� 1. A MINIMUM OF 5.0' OF SIDEWALK MUST BE PROVIDED AROUND THE RAMP LIMITS (ALL DIRECTIONS). 2. 36" IS MINIMUM A.D.A. REQUIREMENT, BURGER KING RECOMMENDS 60" MIN. 3. REFER TO ARCHITECTURAL DRAWINGS FOR ACTUAL BUILDING DESIGN. SCALE:1/2"=,'-0" FEBRUARY 2, 2015 SCALE:1/4"=1'-0" JANUARY 7, 2010 SCALE: 3/8"=V-0" JULY 15, 1999 �� + + BURGER KING CORPORATION BURGER KING CORPORATION 1 BURGER KING CORPORATION 1 BURGER KING CORPORATION DETAIL SCALE 1/2"=l'-O" DIRECTIONAL SIGN 2020 IMAGE SCALE 1/4"=1'-0" DRIVE—THRU CLEARANCE SIGN 2020 STANDARD IMAGE SCALE 3/8"=1'-0" PAINTED TRAFFIC ARROWS SCALE 1"=20' SIDEWALKS & INTERNAL RAMPS OF 1 OF OF 1 OF IX DATE 2/3/10 DATE ,/7/10 DATE 7/15/86 DATE 7/15/86 "SWING AWAY BAR" REVISED 2/2/15 REVISED REVISED 7/15/99 REVISED 10/26/10 �20.712•(VARIES) .0 �16.712.(VARIES ) .0 0 0 N N i i i I A 4— 0 0 L-16.7=+-12.0' - 30.0 -1 +-16.7=+-12.0' - 30.0 (VARIES) (VARIES) BUILDING PROTOTYPE: ROC60-2020 DOUBLE WIDTH CONFIGURATIONS REVISIONS: s" STEEL PIPE 3'-0" 7� MIN. TO PROPERTY LINE PROJECT NUMBER: 27080-001-01 FILLED WITH CONC. FINISH GRADE 0 PAINTED TO MATCH BUILDING o COLOR EP-4G 3.4 '-66" 3-#4's CONTINUOUS 1" � 1 THE,. PROJECT NAME: P.S,L-BURGER KING @ KITTERMAN PROPOSEDtFvo Ill +-11.3 T12.0' - 30.0' ARE SUBJECT TO ANY GCL SEC a� (VARIES) , PARKING OT SUR ACE N AS SPECI IED RGGUIi1EDBYFIELDINSPECTORSTHA PROJECT ADDRESS: 6598 U.S. HIGHWAY I SINGLE WIDTH CONFIGURATION PAVEMENT SURFACE ' I MAY BE NECESSARY IN ORDEA TO COMPLY 6311r1-I ALL A,�f LkCA61E GQuEO. ^, p 0 b ° O b° p p b ° p BASE AS SPECIFIED O°°n °nOp b�C° Oo � on Oo b °fin po \//\\//\// PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 NOTES: . . .. ., .. /\ 1. REFER TO DETAIL 13 - o I T�-r I SIT STABILIZED SUBGRADE / /\/\/�/\/\�\\�\�\�/\\ AS SPECIFIED CLIENT: VERDAD REAL ESTATE 2. TRASH ENCLOSURE MUST CONFORM TO ALL BUILDING SETBACKS. (CHECK WITH LOCAL CODES.) LL� - CONCRETE FOOTING / 3. FLOOR DRAIN MAY BE REQUIRED (CHECK WITH LOCAL CODES. II I •' 2-#4's THRU WHEELSTOP &PAVEMENT (MIN 18" LONG) CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. 4. SLAB TO SLOPE 0.1' FROM BACK TO FRONT FOR DRAINAGE. IF FLOOR COMPACTED FILL FILE CY DRAIN IS REQUIRED, SLOPE TO GRATE MIN. 0.1' BELOW PERIMETER OF SLAB.2� CLIENT ADDRESS: SOUTHLAKE, TX 76092 ROUND OR 5. LOCATE PERSONNEL ACCESS (WHEN USED) $O THAT IT IS MOST ACCESSIBLE FROM REAR DOOR OF BUILDING. SQUARE TYPICAL GUARD POST WHEELSTOP PRECAST CONCRETE r 6 DATE: 8/16/17 DWG: PRJI 6. REVERSES OF THE ABOVE CONFIGURATIONS ARE ALSO ACCEPTABLE. - 1 6 SCALE: 3/8"=1'-0" , 2016 JULY 5 SCALE: 1"=V-0" JUNE 12, 2008 -I- + + + TIMOTHY W. STACKHOUSE LICENSE N0 81400 BURGER KING CORPORATION DEIVTAIL BURGER KING CORPORATION 1 BURGER KING CORPORATION 1 \\``TT111111/�� / �� V W. Sr c �, FLORIDA CERTIFICATE OF AUTHORIZATION # �.... EMS 31971 SCALE 1"=20' TRASH ENCLOSURE OF Ix SCALE 3/8"=l'-0" TYPICAL GUARD POST OF 1 SCALE 1"=1'-0" OF DATE 7/15/86 WHEELSTOP (PRECAST CONCRETE) 1 DATE 7/15/86 DATE 7/15/ss REVISED 6/12/08 \��,•,'• UIOENs�•lr�O'J ��. 122 CEDAR WOODS TRAIL REVISED 6 18 08 REVISED 7/5 16 N0.81 a :m = CANTON, GA 30114 inc . _ '` ��slis 678-462-4072 ;� �; �„p '•, STATE OFoiri loonsulki ngingi neersi no.00m rs�o�ALIII0�NG�\\. FR C12 ENGINEER OF RECORD DETAILS THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO GVIL CONSULTING ENGINEERS, INC. T Raised Or Depressed Chain Connection To Grate YW- Chain b Ye" Cold Shuts. Brick Adjustment or Z Die (I -Piece Cover) Brick Adjustment or Grade Ring Permitted Identification Letter Type t Raised Or See Table For Lengths. When Grade Ring Permitted 3 Cia.(2-Piece Cover) (Min. 0"-Max. IZ) AOJustable Shall Include DePlo"Imf Logo IYP Chalnllp Two Grates Together (Mtn. O"- Max. IT) Z Ola,(I-Piece Cover) #' Min. Embedment sourest Or T°➢ of SagmeM "ADJUSTABLE" On CPVer I Provide Adequate Loop For 3 Dia. (2-Pie Cweq For Adhesive Bonded Gra[Nsl 8" Or A; i o q Easy Handling. ilt, 2 y Anchor Option See Noe 3 % Pick -Up Has $" g-y pr h Tongue b Groove m /� \ H z H (min.) W @ x t" Ola. J-Type Or Threaded ]O°Oraf[ Ke Optional- # Dla. Flser Ryser •--Cold Shut Thickness a OCT Structure Wall 3-6' Or Jura To Match Riser. M/Mmum Value For H ORM' Straight E ebalt (Thru-Bolted Or 4' Dle, H (Mn.) Box or R/sar Diameter Jam Straight Nut And y N Ola. Fill Keyyway With Grout I I rn (cornd.s h er 0.4H SEWfR Washer On Straight Boll ParSAdhesive Bonded Anchoritc Installed SECTION (When Present) 1'-0' 3fi fi 4'-0' /. Clips Permitted li toed snot per SpaclflmtlPn Suflpn alb Using Note: See Sbb Desl➢ns Index xo. 200. BRICK OR CONCRETE PRECAST CONCENTRIC CONE PRECAST ECCENTRIC CONE 3, ley° sMnwMs may be Inverted. Openlrp for pipe;hall be Me p-0• s-g' b @-0^ On 3-0' From Type HV AdheMvM Or Protester OCP L _ .^' When Then (Read.) Plpe OD plus a (m Z tolerance). ff h can not be atlalned, TYPE 7 TYPE 8 [hen a top or bottom slab must be attached to in, segment Z-0° >8-ff Approved Connector L _ V s At < 0.75H (min.) h z 0.4H as shown below. / MANHOLE TOPS r M z 0.75H (min.) h a H (min.) Hal/ To Two -Thirds Wail Thickness r Nonskid NOTE: When Alternate "T grate Is specified, the chain, bolt, nuts, washer and cold shuts COId Dowel Grout Grwt Gro SEPARATE RISER SEGMENTS WITH CONSTRUCTION JOINTS OTHER THAN DOWEL OPTION Surface shell be galvanized In accordance with Section 423 of the Standard Specifications. NOTES (TOPS) I I Gast -, 3/4. 1. Manhole top Type 7 slabs shall be of Class II concrete. Concrete as Joint h lB^. TOP VIEW TOP VIEW TOP VIEW Cost o/ eyebolt and chain to be Included In the contract unit price for inlets. Riser Or Inlet opening s➢eMRetl In ASTM C47B may De used for precast units; see General _ TOP SLABS TO WALL Varies) For Barran, LO[e[lon ♦ �� y 'I Note AM 3, { Sump Depth Varied _ w F For without Slab CPntlnu°us RefnOr Vament - i � EYEBOLT AND CHAIN REQUIREMENTS (# SIP.) Dowel Construction Joint I/\/� { TOP VIEW L T Raised 0r Depressed 2. Manhole ion type ] optional may be of precast or precast WftW.@ Svmp Outsltle Of Dowe/s or MonolitM'mpy Cali Only Index IMeI Eye- Length ms1eP Inalde 1tleMllicafion Letter Handling b Remarks construction. The Slob o key Is for poems! tops and In Ilea of Weep Hole Fare Fate Pate H I " 2-ff Or 3-P 3/4 " Numbx T BPlts f Chain .L,- dowels. Frame box slab openings are to be omitted when top Is used Da. Varies (ti' Sld.1 x' I H (MB) I ] V-T Slide b Spin L - H I/2" � a' N 2-ff Or 3-ff 3/-d" over a junction box. ` J 518. 7-0" Or 3-0' ° 6 , \ e •-,L -FMB) 2 I i'-0" Slide 8 Spin -I- -r m "' �` n FD % 2l7 (MB) 3 2 2 0 #-0' Slide B Spin 3. Manhole top Type 8 may be of oast-ln-place or grubs[ concrete Grvut Grou Grout Cold Cast JOIN 1 m CV ,n (MB) d 2 7 P-0" 5llde 6 5 In [Pns[fuctlM or D!I[k tans[IUt[IPn. For C0a[rete cpnshUctlPn, [he ", "� A ® p To or BMcom segment h e: 7 r tee reinforcement shall be Me same as Me supporting n 6 i roncrele entl s 1 M R (MB) 5 Z 2 a P-0" Slltle b Spin '/" Galvanized Hardware Cloth W WALL JOINTS h e zero and A z 6' (H min) tabulated Above Do Not Apply) h, z T and h a 6" > wall unit. An eccentric cone may be used. nB few) 1 3-B' vide Or 5ir0e b Spin No. 4 Coarse Aggregate Z x Z x Z FUrer Fabric SEGMENTS FOR SLAB TO WALL DOWEL CONSTRUCTION JOINTS OR MONOLITHICALLY CAST SEGMENTS 219 law, no) I W-0' Slide b Spin 4. Manhole tops shall be secured to structures b optional construction Dowel p joints as shown an Sheet 3. y P NOTE: Sump b°llpm appropriate for all manfrole antl Inlet types. $mnps are to be 220 5 / P-ff Slide B sp)n J slab NOTE: h may be les9 than 6" when approved by the Englnttr, but no[ for inlet segments of finish gradeebvafl°n. constructed In ?Met and manholes connected to French Drains unless excluded In 4 = I�•TI Grout � Thickness Y n - 221 V I #-D" Slide b Sam the plans. AY other locations, sump is to be constructed only where called for In LL L y� 1 COMPARATIVE SIDE VIEWS S. Frames can be adjusted a maximum IT height with brick or precast III"��•___IIIII} T Raised Or Depressed 230 A 1 3-T Slide the plans. Weep bolas to be constructed In romp bottom only where called for !n s£cnDN root sEertory SECTION WALL sEenoN SECTION Identification Number ASTM C08 grade rings. the plans. Cost of sump bottom and weep hole to be Included In the contract Unit MINIMUM DIMENSIONS FOR BOX AND RISER SEGMENTS Covers With And Without Rlos 231 B 1 5-0" Slide S Spin For Manholes Fin Curb Inlets Types 1, 1, 3, b a For Curb Inlets Types ] B B Snell Bear The Same Product 6. Substitution of manhole top Type 8 (a, manhole lop Type 7 Is allowed price for Infer or manhole, Cold Cast T Identification Number Robs C 1 Z-6" Slide b Spin Joint TYPE 1 TYPE f! TYPE III (aptionaq D I 2-G Slide 6 Spin provided enat minimum dimensions shown above ere not reduced. SUMP BOTTOM BOTTOM SLABS TO WAILS BOTTOM VIEW 232 E 2 2 ® Z-6- slide b spin 7, Substitution of Manhole lop Type 7 for Type 8 Is allowed If the Varies 1. One ct mare tyypos of James mapp be used it a singlecircular structure, except brick Wall H Z 2 M Z-6" Flip CM. Grate and Slide B Spin Single Free Grate minimum thickness (h) above pipe opening cannot be maintained with sructure. Brick well construct !s permitted an Clrculer units only. Cover, Nonskid Surface I or 2 0 V' Ctr. Gratap) Chained To One End Grate manhole top Type S. qp Per Pt. Grout (3:1 Saw -cement WEIGHT OF CASTINGS w•- 2, Ml grouted joints are to have a maximum thickness of i e Mixture Or Any Class Op[lon U Lep Splice: At quartos Point Option Ho k) Lap sprier: Standard 90° e n nn) z F 1 3_IT Flip Or Slke b spin DESIGN NOTES Concrete) 3. Keyways are to be a minlmum Pf IW deep. !30 Bar Diameters Or Vertical Wire Hooks At Carriers (8' For ##s act 1-11 314 " �' 133 G 1 6'-0' Slide Spacing Plus T For WWR) 1ff For #5s, IZ AT #5sj m }. MaMole tap typo 6 should be specified in [be plans when depths shown by y Y OPENING 3 OPENING Z-0' g Loop 9. Joint dowels are t0 De #4 bars, IT long sorb a minimum of 6 bars per Jo1M Z, m n Frame 2-p/¢te COV¢I above can De malntalned. approximately structures. evenly spaced for circular either structures or at maximum i spa[Irg for mti > ii TYP¢ Frame Cover (BtdJ Frdm¢ -f 234 J ] #-ff Slide &Spin IY.(Mlm) rectangular canSect pats may De either Adhesive Bonded Dfr eis !n creteEleavi Inside OUt57tlP Tote/ h 1 with SpedlluHon Section 416, or Alamd apPraxlmWeld 6° into fresh concrete may be IW MM RypJ f * 155 190 220 790 220 610 the remaladw to extend Into the secondary cast. Welded wire reinforcement may be Top Slab EYEBOLT AND CHAIN FOR LOCKING GRATES TO INLETS I Bitumbrovs Coating On Face Of FOR ALL STRUCTURES UNLESS EXCLUDED By SPECIAL DETAIL substituted for the dowel bar in accordance with the equivalent steel area table an U4 L Lap Sp/Ice 3" Sheet 4 Beftom Slab s rl 1as tgD zss 790 220 410 Ribs (OptloneU Concrete Rod Around Pipe ALL PIPE TYPES III 90 190 180 190 220 410 Masonry Sell for Structure Wall L 1'-B 3/4 ° Bevel Cut Upper Stub To Match Forming Far Apron Face Prior To Placing Base Material Precast Opening DRAINAGE STRUCTURE INVERT S. Minimum raver on dowel reinforcing bats Is Z t0 outside face of structure. ^ * includes Type I Adjustable D(J7 Capping Or Plugging Of Upper Stub Not Required (Friable Aemave Fiprap, Cement PVC Cap Filter Fabric Wrap -••� T SIB ° T Mln. V-9 314 " 6. Joints between wall segments and between wall segments and top or bottom slabs may Section Sip M' Base Material JW Stub Opening Shall Be Removed To Permit On Lower Stub And Plate Compacted be sealed either by preformed plastic gasket material using the procedures given In Wall Reinforcing NOTES (FRAMES, AND COVER) SEWfR' P-71 U2 " Covering Of Opening With Structural Course Material) Fill in Entrance. c Structure Well Section 4M M the Specifications or by non -shrink grout, In accordance with section (NOTE: NOT APPLICABLE AROUND MANHOLE AND RISER OPENINGS) SECTION see Inset A II 934 of the Specification. Y. The standard cover Is to be used for all frames T es 1, 11, /If eat the I II x •.'P Mortal Per Specification Sutton 425 D%n _ @,gB7 yP Fiprap Entrance N 1 ). Insert products approved by the Engineer may be used M Neu of dowel embedment. REBAR STRAIGHT END EMBEDMENT Next{C/{lJ 2-pkm cover, and Is the replacement rover for all previous frames with Standard Pipe To Be Placed I '� J• 0 •. Top Of Suppress I Brick Masonry Or Any Class Concrete _ _ Ro deep seats Traffic f is D type). The 1e51b, cover (201, Is the type), 1984 cover COVER FOR ALL FRAMES In Approximate Center I II Re p OPTIONAL CONSTRUCTION JOINTS FOR TOP AND BOTTOM SLABS =j replacement and overt[ Design g frames Index No. 201, s Is the I I ( qulred For Ga s Greater Than 2yr" - repluemeM cover for existing names with W deep seats. Installation Of Opening. I i OF from with W deep seats is not permitted. Ptak -Op Notes Z-11 314 ° _Ir Option 3) Lap Splice: a• 2. Use the 2-0' cover, unless the 2- lace care/ Is called for In the plans, Z4 e T rilz. Corner Spliced 8u (Wi Bu Diameters, Sul Not Lesap Soil Computed Tv DensRY '2Then TwoVertlml Wire r Diams Plus u Far Wessexceptat Inlets antl manholes with sump bottoms use the 2-ptere [over ^ P PVC Pori to LalCas Md Stu6s L a (MIn.J Requlretl In Specification a. P1Pe Wall LIwhen the sump depth excmtls 2'. unless otherwise sated. N 1'-10 ]/]6" IE0.mGrout Seal yr Integral Cast 4Seddon Bedding one. bed .,". DESIGNER NOTE: As Bedeine zone.-E'-I I-- WALL REINFORCING SPLICE DETAILS -T Far Use Wfth Types I, IF AM �S y�--r Nate: Cast °f pipe, fittings and sandbagging ro be Included in the contract I Consider using the 2-place cover where depths exceed 5 and manual entry III Frames WNh 3'-0" OMnlnp ° FILTER FABRIC WRAP ON GROUTED INSET A Front View may be required for cleaning. Clearly note the requirement far A 2-piece � R. unit price IPr Inlets. cover, on the Drainage Structure sheets in the plans. 2-PIECE COVER 2-PIECE COVER j TYPE I ADJUSTABLE ? TEMPORARY DRAINS FOR SUBGRADE AND BASE PIPE TO STRUCTURE JOINT DESCRIPTION: FY 2OI7-18 INDEX SHEET LAST DESCRIPTION: FY 2017-1b INDEX M;E-. lASI 20 DESCRIPTtON:. FY 2017 18 INDEX SHEET LAST NO. N0. REVISION NO. REVISIONFD SUPPLEMENTARY DETAIILS FOR MANHOLES & IINLETSNO. N0. REVISION F SUPPLEMENTARY DETAILS FOR MANHOLES & IINLETS FD SUPPLEMENTARY DETAIILS FOR MANHOLE9 & IINLETSoILAST 12 DESIGN STANDARDS 201 1 of 5 07/o1/ra .% DESIGN STANDARDS 207 o7/orns DESIGN STANDARDS 201 3 of 5 NOTES FOR PRECAST OPTIONS AND a-4"coP EXAMPLE TABLE OF EQUIVALENT STEEL AREA EQUIVALENT REINFORCEMENT SUBSTITUTION #-0"Premsr GRADE 60 EOUNALENT GRADE 40 EQUIVALENT 65 KSI SMOOTH EQUIVALENT 70 K51 DEFORMED 1. Details for optional precast Inlet construction up to depths of IS are shown on the inlet Indexes. 3, _1_p 5-5" C-1 P f Skewed Pipe 3-0' premst 4 i 5-1" Pruas[ E ]p REINFORCING BAR REINFORCING BAR WELDED WIRE REINFORCEMENT WELDED WIRE REINFORCEMENT o` u n SCHEDULE 2. When precast units are used In ConjunctionBottom with AIL 'firadjusted Structure t thesef, Index No.Interior 200, the _ Steel Mlm 5rotl Mln. Steel am. Steel interior dimensions 0{ an Alt, °B' Bottom can 6e adJusletl ro reflect these inlet Interior N q Q Pipe b Structure ,- Q Plpe Openlnp g PiOe In to Be, Size b Spacing Kea Bar Sig. b Spacing Area Style Designation &as Style Deslgpetlon sae dimensions. 2 N Ili/ m g V K 3O 8" Crec (ln•/it1 (In'//[) f/n•/ft1 (IM/It) i cn z P #-]" B" C-I-P a�f w 6" 3-0° 8' Precast 3. Structures ts con meets the & )wait or to ASTM C478 or Class IV must be used for protest ` L' Z-0' C-1-P W 9 4'-1° 6" Precast #3 0 6iy' Ctrs. #3 0 4W Ctrs. 3"x3-V/4bxW4.6 3°x3-043x043 structures constructed with 6" wall or slab thickness. N f[ 4 - -- A 020 #4 0 8 Ctrs. 0.30 PxP�96.2xW62 0.1846 PXe-D5.7xDrs7 O.I]I4 _ a _ \ a 'k 6" 21D' 6" Precast #a 0 1T C[rs. #5 a 1Z Ctrs. 6"x6'-W9.2xWB2 6"xb"-OB.BXOB,6 4. Reinforcement can be dither deformed bar reinforcement or welded wire relnPor[emenY. Bar _ ,�` t, TL Skewed Plpe Skew L _ - _ 4 , reinforcement other than 60 but may be used, however Pay two grades are recognized; Grade 40 �-; '--,� c' ? tf " a M b 4 #3 0 315- Ctrs. 3"x3-W5.5x 5.5 3'xT-D5.IXO5.1 and Grade 60. Smooth welded wire reinforcement, will be recognized as having a design strength 2 I Zy •4 M' 2V¢ #3 0 SW are. - B O.Zd #e a 6W Ctrs. 0.36 Px4°-W7.4XW7.4 O.I275 PF-DI5.9XDIO. 0.205] 0 65 Aar antl was welded wire t required may e be recognized or having i design strength #4 iff Ctrs. Top Corner Bar #5 ® Iff Ctrs. 6"x6"-W 11.IxW11.1 b"xb"-o103X010.3 a{ ]0 ks/. The area of reinforcement required may be adjusted In accordance with the -r Equivalent Steal Area Table provided. For Dam and spacings at given, the steel area required is.. NMe 3 BelmvJ � I \/� � �.� � 6 #3 0 3' Cats. TST-W6.2,,W6.2 3•x3"-05.7X05,7 can be determined by the following equations: Skew Is #3 0 5" Ctrs.. Provide 4 Extra #4 Bars a Special ] 0261 #4 0 6•' Crrs, 0.40 P&-W12.3mWIZ 0.2465 le-011,4416 OR289 #4 ®8" Ctrs. #5 ® T C[rs, 6°x6"-W123xW12.3 5x6"-011,4xG1 to Glade 40 Steel Area a Aa40 = 60 x Aa60 Evenly Spac d), Tie Corner 4D Evenly SpuedA Tie To the A [enter or, tax 4 Yd Center m Box m Center Of Box #3 0 3W Ctrs. #4 0 P Ctrs. T+T-W8,5xWa.5 3'xT-DF9XD75 i Ste./Offset tatatldn T 'd` S[e./Offset mratlPn Outside O/ Vertical Wall Rein). I Sta,/0{/set Loeatlon C #9 0 6yz° CKs. 0.37 #5 0 6Vx° Ctrs. 0.555 rxC-WII.4xWI J.4 0.3415 ex4'-OIO.6xD1Ok 03171 Smooch Welded Wire Reinforcement Steel Kea = Aa65 . 65 x Aa60 Q Wall y a #s ®1a Ctrs. #6 @ 9W ctrs. 6"X6"-WITIxw17.I 6^xs'-0ts.9015.9 ry. p_3^ PLAN PLAN PLAN Deformed Welded Wire Reinforcement Stml Area = Aa70 = 60 x Aa60 M/n. Mla #4 0 4W Ctrs. #4 0 3 Ctrs. Ysx-W122xW12,2 Tx3-0] I.4xOI fA ]0 Dowel construction Joint Of _ _ _ _ _ D #S ®]" Ctrs. 0.53 #5 0 4W Ctrs. OJ95 Px4•-W I6.3xWI62 0.4892 ~-D15.Ix015.1 0A543 When a reduced area of reinfu[emenl Is provided any maximum bar spacing shown must Monalithlcahy Wall b Slabs 5'-Y C-1-P 06 0 IT Ctrs. #6 a 6ky Ctrs. Mxii -W24S+W24.5 6"x5-022Jxl)2ZJ also be reduced Ps determined by the following equations, unless otherwise shown: 1•yv _ 1,-g Structure Bottom I � 3-P C-t-P 5-!" Precast 4•-4' C-1-P #4 0 3" Ctrs. #5 0 3W Ctrs. TxE'-WI6.BxWl6b Tx3-015,6xW5.6 W/R Mln. 3-ff Pretest SYT C-1-P SW C-1-P #O Precast E #5 0 5" Ctrs. 0.73 #6 0 4W Ctrs. LAGS FXP-WZZ5022.5 0.6738 PxP-D20.9x020.9 04237 Max. Grade 40 gar Spacing =Grade 60 Bar Spacing 3Ye C-I-P � � SIT Protest #_p� 5Pc" Prec � 5$' C-I-P Max. SmootGrade Welded Labe g - Grade ing e Grade 60 Bar Spednp a 0.B6 Ae Precast 1�--�I 3V' Precast #6 a Z Ctrs. #] 0 6yJ' Ctrs. 6"xB'-W33,]xW33.7 rXW-o3I.3K0313 Max. Deformed Welded Wore Spacing = Grade 60 Bar Spacing x 0.74 hr z I•-0" (See NMes Z eat 3 Below) 3$• Precast Z-ff 3$" Preces[ 3'Yf PIeCBSt 3f-- = -{ 3R" Precast #5 0 3W Ctrs, A6 0 3' Ctrs. 3'xT" W243xW24.5 3x3'-022.7X022.7 When an increased area of reinforcing Is. Provided, than the maximum bar spacing may be DESIGNER NOTE: Use only when round structures are trot practical, c Pipe b Opening '" Brace P - � £yebald Grate 1 ��I v Greco i Sae Index 201 F #6 0 5" Ctrs. 7.05 #7 0 4W Ctrs. 1.59 Pxer-W32.6xW32.6 0.9785 O'XP-D3B39DM.3 0.9086 Increased by the squared ratio M Increased steal area, Pat riot to exceed IZ: engineer of record approval required. C O6 1 •� �N Z Eyobplt I' T #] 0 Z Ctrs. NB 0 B' Cats. 6'x6'-W48.9xW4B.9 6"x6°-045AXDA5.4 Steel Area Provided 2 a' i > -� If Cl. 1 Sao Index 201 > ,� Hertz. Wall Rana. PLAN VIEW FOR SKEWS 5 45* PLAN VIEW FOR SKEWS >' 45a atyesore a 4 Horiz, wall Relnr. (See Table 3) Max, Bo, Spacing Provided s Max. Be, Spacing Requited x / \ T Cl.0w #5 0 X Ctrs. 3'x3'-W28.6xW1B.6 3"xT-DI6bX026.6 `Min. Steel Area Repaired / PICTORIAL VIEW g F Sea lodes 2a] { (See Table 21 ¢ 3' Cl. Special 2 #6 0 4' Ctrs. 1.24 #7 0 P Ctrs' f.B6 PxP-W3BZxW38.2 1J446 PaP-D35.4xO35.4 1.0639 (Not Centered) (Not Centered) S m #B 0 A Ctrs. W be case will reinforcement with wires smaller than mum Pr yield de or anon grad. greater [hen m #4 Bars #4 Bore r�' p #7 0 SVZ' C[ra. 6°x6"-WS].IxWS].2 8"x6"-D53.1 x053.1 e' be pthe merger Bar reinforcement Br nshelf show the minimum y abl designation the higher gentle mark of NOTE: 1. Submit Shop Drawings of corner openings Poi approval by the Engineer of Record. '3 m i 0 IT Ctrs. g 0 7Z Ctrs. m ^ T' N4 Bers 0 ]T Rrs, either the ember 60 or one !1) grade mark than to be acmes the at the higher value. #6 0 3W Ctrs. #7 0 i" C[rs. 3Y}_W33]xW33.7 TX3'-D31.3X031.3 Maximum bar spufng shall not be greater than two (2) times the stab thickness with a 2. h2 may be loss than 1'-ff when a minimum P-O" deep segment, e" slab or curb Inlet S N N V ; III` G #7 0 5" Ctrs. IAB #8 0 P Ctrs 219 PxP-W44'SXW".9 1,3a]] 4"xP-041.7xD41.7 1.15t4 maximum spacing of IT or three (3) times the wall thickness, with a maximum sparing 11 f of I8'for vertical bars and IZ for horizontal bars. Wires smaller than W3.1 or D4.0 are is provided Above the corner opening. 6 T C0 -r -� tv River Or Into Top permitted In the walls 0f ASTM C 478 round structure bottoms and round risers. Top Slab n y 4 m #4 Bass 0 IT Ctrs, 3. For Inlet sopments at finish grade elevation substitute a #8 Bar fro the top _ - _ 4 #4 Bers 4 #a ears GENERAL NOTES 5. Fiber -reinforced concrete may be substituted for conventional steel reinforcement In earner ter when 1'-0^ s h, < Z-0'. - - _ p` 0 IT Ctrs. a 0 11" Ctrs. lshP(! ears) L For square or rectangular precast drainage structures, using either deformed or amain MR meeting the requirements M Specification accordance with the Structures Design guldellnes. Shop drawings corresponding to an Pipe Opening For n Section 931, WWR shall be continuous armod the bnx and lapped In accordance with Option I or 3 as shown In the Wall Reinforcing approved Hber-reinfnrced Concrete mix design most be submitted for approval to the Spice oetalls. State Drainage Engineer. RECTANGULAR SEGMENT WITH For gfkewedePI Normal PIM SECTION SECTION SECTION 2. Horizontal steel In the walls PI rectangular structures shell be lap spliced In Accordance with Option 1, 2 or 3 As Shown In the PIPE OPENING AT CORNER HORIZONTAL WALL REINFORCING HORIZONTAL WALL REINFORCING HORIZONTAL WALL REINFORCING Wait Reinforcing Spice Details. SCHEDULES (TABLE 1) SCHEDULES (TABLE 2) SCHEDULES (TABLE 3) 3. Welding of splices and laps Is Permitted. The requirements and restrictions placed an Welding In AASHTO M259 shall apply. MAX. SPACING WALL AREA MAX. SPACING WALL AREA MAX. SPACING DEPTH SCHEDULE (rnTi%.) BARS WWF DEPTH SCHEDULE (IM1'//c.) BARS WWF DEPTH SCHEDULE fin.'/ftJ BARS WWF 4. Reber straight end embedment of peripheral reinforcement may be used In Ilan of ACI standard hooks for top and battam slabs except when hooks are specifically roiled for In the Plant or standard drawings. 0-f9 a12 020 IT 8' T.IP AI2 0.11 IY A. 0-5 Al2 0.20 17 8' 5. Concrete as specified in ASTM C478, (4000 psi) may be used in net, of Class IF concrete In precast items manufactured In plants 8-10 A6 0,20 6" 5" .5-IV-715. 0,24 W 5 which meet the requirements In accordance with Spedfcation Section 40. Bottom Slab SECTION AA 10-IY A4 0.20 P T ].5-IT B5.5 Q74 SW S 6. Precast opening for pipe shell be the pipe OD plus 6" (.t T tolerance), Mortar used to seal the pipe Into the opening will be of such a mix that shrinkage will Act cause leakage into or out 0 the structure. Dry -pack mortar may be used In lieu of brick antl lPlpes Not Shown For Cler/[YJ 10-]5 85.5 0.24 SW 5 10-15 C6.5 0.9] 8 6• TYPE C mortar construction to seal openings less than 2W wide. a 0 Recommended Maximum rope slit: TYPE D TYPE E 7. For pay item Purposes, the handle used to determine If a drainage structure Is greeter than 10 feet shall Ad computed data,: 9 DETAILS FOR SKEWED PIPES IN Z-0' Wall - ie' Pipe Recommended Maximum Pipe Size: Racommelded Maximum Pipe Size: A. the elevation of the top of the manhole lid, RECTANGULAR STRUCTURES 3-i" Wall -2P Pipe (IT where an Ir' pipe 3-1' Well - 24" Pipe 3-0' Wall - 29" Pipe e. the grate elevation or the theoretical Butter grade elevation M an Inlet, or f C. the outside bap elevation of a Junction box fees the flow fine elevation o1 the lowest pipe or to top of sump floor. H solos a Z-0° well) R #-1"Wall - 36" Pipe #-6" Wall - 36" Pipe 3 z DESCRIPTION: INDEX SHEET LAST ae oESCRiRT10N: INDEX SHEET 2 DESCRIPTION: INDEX SHEET LAST Q FY 2017-18 NO. NO. - REVISION FY 2017-18 No. N0. REVISION h ,,,, FY 2017d8 NO. NO. REVISION m FD SUPPLEMENTARY DETAIIL9 FOR MANHOLES & INLETS F DIITCH BOTTOM IINLET TYPES C, D, E AND H B/07/76 F.r►i=y DESIGN STANDARD5 SUPPLEMENTARY DETAILS FOR MANHOLES &INLETS 201 4 Of 5 07/01/12 DESIGN STANDARDS 201 5 Of 5 11101116 pi, DESIGN STANDARDS 232 1 of 7 7'-,1"t_i_P 9-8""Preis[ =-P N 5.6" 2 B.� .� ZW BUILDING PROTOTYPE: ROC60-2020 P }}- 1 Z CAST IRON GRATE NOT_F_.y 1W l Yj' T-7" Pretest Of Pipes i'�'� . PERMITTED ON INLET TYPE O N I III' N (# Pipes Pipe SpacingN .� T 7 � 1�((�IryfI1�'pI13�1 II1��I��I-poor+RRR��II{�IIIM�I'-��Ilppyi'r��"ppp��Il1��pIIIIpII r �IINII1IO«II ya, ; Plpe SPocing N Tin6 § -�- M �60fGrate yr M h III IIIOItlNlltll Itlllllllllll�� O T § m Ullo� 0�� REVISIONS: ,I/ l IIIIUUUUUU(,ggtlWWW,,I�ggtl��rypp��ttt��111uu��(��n�pWWWInI��I WWUUUIII!!11 �,. m _JJ1��1IL. Ill) ��N,W9N�� . 27080-001-01 P. T ti T PROJECT NUMBER: s a 4 ? -� -11- �11� T � I �- -I I- tr4 t P p g_g C-1-P W 1W HALF SECTION CAST IRON GRATES' -1�IW' ��! gff ��r e_g PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN 6' B-T 5' Pretest ff B-7" 6" Preces) b TYPE C TYPE E TYPE H (3-GRATE INLET) TYPE H (4-GRATE INLET)I IS FALE Appmx. Welpht 235 Lbs. ApOrox. Weight 465 tbs. Appmx. We19M 025 Lbs. Appmx. Weight 967 Lba COPY center of cox PLAN 4 CAST IRON GRATES B8f f Center Of Box PLAN 4� Sta./Ol/Mat Location ;a PROJECT ADDRESS: 659s U.S. HIGHWAY I S[a./0Cesat Location Son [+ n` O' Clearance Omr Rrvats r r 7" 9-2 3- ]0 Equal Spares Z-1 e§" ��...--14T-1--y' .��JI�....Zf /�a .�I 2-i$I' .. 15 Equal Spaces 15 Equal Stores ] I Straight por s I tk.. )6" PROJECT ADDRESS: 14 End -Bearing Bars 14 ad -Boat Oars nypJ J I• -•{ PORT ST. LUCI E, FL 34952 1 Fnd-BearM9 2 ad-BMring T-11" recas 10-1" recas �_1 L N 5 „J Hand Bond Baal T-]° Preras[ IV -1 Pre[aat _B_r � AtaCLIENT: VERDAD REAL ESTATE Grata I r �a THace1 win c ,A,CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. 'j ,I,� Eyebolt Seelndex 201 M a m m m m � J�CT�TOpANYGC�?eC'i IL �EYebel[ / u �Index Nm q xi ti 'B B ASCr' �•IYrAItlDh LL >; See Index Z01 � ` Horiz. Wall Rlnf. •>ISM TeMe 5) �.,J Band Bantl $pill ig" Clearance t] r+ •� }} Y Harlx, Wall asks. 1 F 1 Over Rivets (7ypJ T1Clrv]IiICD BY FIELD li Sr^EC e re Ta, f TYPE C TYPED TYPE E TYPE H (2-GRATE INLET) Ir 1• t (5M Table 4) 3° Cl. Straight ears Tx W Straight Bars Z x W Straight Bars Z x V{' straight Entl-Bearing Bars Z X V Bantling Bars T x W TYPE H M-GRATE INLET) LL y TORS Ti I,�T #°Baia @ 'I M BE NECESSARY CLIENT ADDRESS: souTHLAKE, TX 76092 h 0 IT Ctrs. 3: Re[i[uline Bars 1 a" x'h6 fletl[ullne Bam 1fT x(' Reticullne Bars 14T x $d Straight Bearing Bars Z x H." ApProx. Total Weigh[ 310 Lira, Straight End -Bearing BarsT x a" MAY BL. I F 0 1Z Ctrs. Bands Z x 8p Bends T x W Bands Z x Ve Rethvllne Bars IW x Ion' Retkuitne Bars I , x yC CGP�IPL'Y WITH ALL 7 n HDCi; TO b In 4- J -• s- -'- k 6 ->` -• -•- •-- A-r -� Appmx. Weight 704 the. Approx. Weight 10 Its. Approx. Weight 215 Los. Bending Bars Z x ye' At FLICAME C010EF• Approx. Total Weight 3B8 Us. f5 Bars r off Ctrs. gy #a Bar: ®Iff Cars, STEEL GRATES } SECTION (Short Bars) O U SECTION f5hart Bart) NOTE: Steel Grates Are Requlretl On Inlets With Traversable Slots And On Inlets where Bicycle Traffic !s Anticipated. DATE . H (1 6 / 1 7 DWG: PR J VG iCL GENERAL NOTES HORIZONTAL WALL REINFORCING HORIZONTAL WALL REINFORCING 1. These trusts are suitable for bicycle traffic and are to be used in ditches, non -traversable slits, Subject to the selection described above, when Alternate B. sodding to be used on ail Inlets not located in paved areas and pant far under SCHEDULES (TABLE 4) SCHEDULES (TABLE 5) medians and other areas subject to Infrequent traffic loadings but are not to be 6 grate Is specified In the plans, either the steel grate, hat dip galvanized after contract unit price for Performance Turf, St. TIMOTHY W. glared in area¢ Subject to any heavy wheal bads. These !"lets may be pieced In fabrication, AT the cast Iran grate may be used unless the plans stipulate the WALL AREA MAN. SPACING areas subject to Occasional Pedestrian traffic such as landscaped areas and particular type. 9. For zupplementarq detalle see IMex No, 201, STACKH OUSE ' SCHEDULE WALL AREA MAX. SPACING DEPTH (In.'//t.) @qp5 WWP pavement areas where pedestrians can walk around the inlet. DEPTH SCHEDULE (In.•/ft) BARS WWF Q. Recommended maximum pipe Sizes shown are foccan[reto pipe, Size for other 10. Alf relnfardr8 (s Gentle EP bars wit" Z min. cover unless otherwise noted. LICENSE SE NO S 140 all HIS 0.24 5W 5 2. Inlets Subject to minimal debris should be constructed without slots. Where types of pipe must be checked for fit. Bars to be cot or bent for IW clearance around pipe opening. Provide am 0-5 C3.5 037 3W TdabolslemshouldconstructedWithSias.Startedtakes \\1,1A1I11 ))(j/ 5-T C6.5 0.3] 6W 6" 9_I0 ids 0.53 xW P locatedwithin b4adweyinledebr doesandareas suOJut to pedestrians snail have 5. A1I exposed edges and corMrs shall be gi" Namfer or tooled to VT radius. additional #4 bar abevo And at each side of pipe opening. �\� VY• p // FLORIDA CERTIFICATE OF AUTHORIZATION 7'-15 DAS 0.53 4W #' traversable slots, The traversable slat modification Is not adaptable to Inlet ` VT V .• ^� / Type H. Slots may be constrURetl at alines or both ends as shown on plans. 6. Concrete Inlet pavement to be used on Inlets without slots and Inlets with ems` l• / 31971 E 9 Traversable slote shall not be used in areas subject to occasional bicycle non -traversable Mats only when called for In the plans; but required on all TYPE H (2 & 3-GRATE INLET) TYPE H (4-GRATE INLET) R traffic. traversable smtlasts. Cost tobeincludedIncontractunitpriceforlNeta, ` �' ��CENS 122 CEDAR WOODS TRAIL OpbnHHet tMwn are for information only. No, : m _ CANTON G A 3 0114 Recommended Maximum Pipe size: Recommended Maximum Pipe Slze: GENERAL NOTES 3. Steel grates are to be used 9ry all inlets where bicycle traffic Is anticipated. _ y��L�y,�/,y\//y ■red'■ 3-M Wall - 2P Pipe 3-V Wall - 24" Pipe Sao Sheet 3 of 7. a Steel rates are to be used 6n all Inlets with traversable slots. Either can Iron g Jf/C -- �' • • c 1 8-9" Wall - 1-76" Pipe g 7, Trrtial. Fo slots conversion ork In method of pa hall be gam for as inlets _ ` J 8-]^ Wall - Or 2- Pipe or steel grates Either st user 6, beets race,M slobs when A MI I traffic With Is cot payment 1 7 7 R Or 2-3ff Pipe (S=#-T) �" partial. For <onverslon work and method of a men[ see'JRAVEflSABLE SLOT +_ `,0 T _ 6 / H -4 6 2 -4 0 f 2 Or 3-24" Pipe (5=3-5") an[/looted. Ellher cast Iron gt steel grates may be used on ei1 Inlets with INLETS (PARTIAL) FOR EXISTING IN!£TS'. `^/ OESCR/P-ION. INDEX SHEET LAST DESCRIPTION: INDEX SHEET ,"' „�'� STATE QF I •�sc(�� CivilConiulkingEngineeeiine•�iQin u'� FY 2017-18 NO. NO. REVISION P, ,p.,,p�� FY 2017-18 NO. N0. o pEVI510N „ ppp`pIITCH BOTTOM INLET TYPES C, D, E AND H o7/01/10 Fes`.:. DESIGN STANDARDS DITCH BOTTOM IINLET TYPES C, D, $ AND H 232 3 of 7 •"(�RIDA;.••'• N 11101116 DESIGN STANDARDS 232 2 Of 7 m �f • - • • • %� ENGINEEROFRECORD DETAILS C13 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN. AS AN INSTRUMENT OF SERVICE. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER REUANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS. INC. SHALL BE WITHOUT UABIUTY TO CIVIL CONSULTING ENGINEERS, INC. tASr REVISION 07101107 I I T 1 1 1 � Concrete IMe[ Pavem (Hand Shape to Neat HALF PLAN WITH SLOT PLAN VIEW SECTION AA PAVEMENT AND SODDING QUANTITIES FOR TRAVERSABLE SLOTS Pavement Sod IMeC S/nple sled Double Slot Single S/M Double slot SY CY SY Cy SY SY C D 497 5.99 0.]7 0.91 6.Ifi 7.]0. 0.93 Lto 12 14 16 19 E S.B9 0.a, 7.3] 1.08 14 18 SECTION BB Iq Ig HALF PLAN WITHSLOTHALF PLAN WITHOUT SLOT SECTION CC TRAVERSABLE SLOTS e DESCRIPTION: INDEX SHEET ,'\ FY 2017-18 NO. NO. Fes" t v DESIGN STANDARDS DITCH BOTTOM INLET TYPES C, D, E AND H 232 4 of 7 w a G Type C 3-i° [i Type C 2-V iYPe D #-1' S Type 0 3-I" rZ Type E #-6" Type E Y_o, #4 Bar Each Corner 2 Centered Inlet i `- (Y-0' all. Length) /�' \`♦ Structure Bottom / \ I 1 I 1 r B J BEEN _ TOP VIEW \` #8 Bars TOP SLAB OPENINGS DIAMETER OPENING SIZE MIN. MAX. #-T z-o" It - ^ Z-T x 3-1". 9 2-IP x I-,- I-1 x#-i" -0" 2 x 3- 3-T x #-T 0.0' Z-T x 3-I" 3-0° x 4-5" 2 Way Reinforcement m See Tables 16 6 th O[herwlse n ass OCM1erwl UnlessI H Shown n Plans shOWn On PIan5 #5 Hoop Bar 0 m (Peripheral Reinforcement) See Idex Na. 200 fed structure bottom details and hole reinforcement. ALT, B STRUCTURE BOTTOM FOR INLETS TYPE C, D & E TOP SLAB REINFORCING DIAGRAM Type C 3-1` Type D #-i° Type E W-6" Top Slab With Centered Opening 9W For 4'-0'f5-0'J6-T stiucNre Boiloms _ 11W[ Far 0-0" Structure BMboms -y t-T -Cf. #5 Hoop Be, r CI #4 Bars TYPE C 4-T Round Structure Bottom -'I r- Each Corner TYPED B-T sae Index No. 200 Far I 1 TYPE E 6-0" Structure Bottom Details (Minimum D4mefer and Hole Reinforcement. Unless Otherwise _ Shown !n The Plana) Y 1 #8 Bars d7 T spacing 2 Way Reinforcement see Tables SECTION BB TOP SLAB WITH CENTERED OPENING SLAB DEPTH SLAB THICKNESS REINFORCING (2 WAYS) sCHEGu E SIZE: W-T 9YW 9WP C SIZE: SA° a0.5 < 30, 9w, c 30'-40 9W D SIZE. 8-T 0.s' < 0 9W B B < 10 9WJ' C IB < 30 AP4' D 30 <3T 9 WI E 3T-40 9W[ _ G SIZE. 0-W M.5 <9 tiyt° C g <IS I115" D 15 <23 IIWx° E 23 c 31 11l4" E 31-9a I1W('. a SECTION AA ALT.A STRUCTURE BOTTOM FOR INLETS TYPE C, D AND E LAST DESCRIPTION: FY 20I7-I8 INDEX NO.SNO. REVISION S' FDQ DITCH BOTTOM INLET TYPES C, D, E AND H 07/01/05 -es"- - DESIGN STANDARDS 232 7 of 7 m Future Curb AM Gutter Construction ZD R Or M Shown On Plans P4, R �_�.__ 1 ..{ 1 Same Slope e I g. g. Adjacent Pavement R Joint seal A C Vr" Exp. Join[ tea- �I {• Y_ .' M. q' •P 6 (� Valley Gutter Curb Antl Gutter ^ . Joint And TYPE EE Preformed Joint Filler ��- 'Concrete Pavement PLAN ,. 6'_,_ )'-G°. For details depicting usage adjacent to If -IT P r flexible pavement, see diagram right. r m P 3e TYPE A 1 +e4 � 'A Q, *.6 Pr R J rat s«I L a , f3-0 I S Z P \sliN 3, SECTION AA 6 .9 TYPE F Cone Pavt. @' 11-T 1'-10, r-r IT 1'-r v ^ b ov w �\ I �Vv g LS Cf. I Each SideeAnd Aignsit 1 1 \openings / � -I _____ r _ i E r-- m a _'_ -. V Q ga h PIPE OPENING SCHEMATIC Slope To PExp.dI Fit Driveway Preformed Joint alntnt Filler w a TYPE B R m m 'Q• k 6 S 9 a 7-in Seal Note: 7o be. paid for as parent curb, 4 SECTION BB DROP CURB Standard Shoulder One G 1•-10• I'-r Earth Berm I' T Z Shoulder Pavement PP �-TI P 4 . i, @ F F� z ti L N 6 NL P N E T SHOULDER GUTTER SECTION CC VALLEY GUTTER + When used on high side of roadways, the crass slope of the gutter shall match the cross slope of the adjacent pavement, The thickness of the lip shall be T, unless otherwise shown on plans. 0 Rotate entire section so that gutter cross slope matches slope of adjacent g circulating roatlway pavement. LI For use adjacent to concrete or flexible pavement. For details depicting .$.Aa adjacent to flexible pavement, see Sheet 2. Expansion Joint, preformed Joint filler and joint seal are required between curb & gutter antl concrete 4 tip m 8 T Truck Apron Surface 9" Seidl 1.6 In The Plans }"� Rlq' r Circulating In Roadway Pavement 4 9 K"R E 51 TRAFFIC BEARING SECTION FOR USE IN ROUNDABOUT CENTRAL 15LAND CONSTRUCTION TYPE RA Cant. Pavt. Joint Add Proformed Joint Filler TYPE D Note. For use adjacent to concrete or flexible pavement, concrete shown. Expansion joint, preformed Joint filler and Joint seal are required between curbs and concrete pavement only, see Sheet 2, CONCRETE CURB pavement only, see sneer 2. CONCRETE CURB AND GUTTER a LAST DESCRIPTION: FY 20I7-18 NDE / NO.X SHEET REVISION v, iIRB AND GUTTER 07101100 w FAT- DESIGN STANDARDS CURB & C' 300 1 of 2 B I h Inlet N Inlet ° Ditch Bottom SLOTS NOT A 3o B _AJIr � ERMITTEO ON Z C 8 C 0 Width 0/ / SIDES WITH ❑ D 6 Z D 0.36 9 Toe Wall Slot JJJl GRATE SEAT H B N 0.45 (Paved or Unpaved I,,g sad R I (Grate Not Shown) p� Slot Depth 11j PLAN wln�h o{- SOD ONLY 3" Concrete inlet Pavement IY Unless Slot PAVT. AND SOD Otherwle. ,s • NOTE: See General Notes has, 6 and 7. Sheet 3 of 7. shown an slot i SODDING AND PAVEMENT FOR INLETS WITHOUT Plans SLOTS AND INLETS WITH NON -TRAVERSABLE SLOTS x SECTION AA"x SECTION BB NON -TRAVERSABLE SLOTS Varies I Ditch Width Vanes Varies (5' Std,) canal. Co.. Inlet 1 Pant. & star I I I I I I I I I I Exist. Inlet With Or Without Slots i L _ SECTION AA I PAVEMENT AND SODDING QUANTITIES FOR TRAVERSABLE SLOTS Pavement Sod Inlet Single Slat Double Slot Single Slat OWN. Sled sY CI' SY CY SY SY C 4.87 0.83 6.16 1.05 12 US D 5.99 1.01 7.70 1.30 14 19 E 5.88 0.99 1 7.37 1 1.24 14 18 var/ej Vanes IS Std.) Inlet Pvt. -�____ __Tll- I I 1 I 1 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 I I I SECTION 88 Existing Or Proposed Structure Traversable Or Non -traversable (Traversable Shown) DITCH BLOCK FOR INLETS WITH OR WITHOUT SLOTS Existing Cast Iron Grates) To Ba Replaced With Steel q Graes. Existing Steel Betlla the Grates To Be ,sue y inDithe Th,P,placedWhen Called For l8ne Or 4' DlraSted E By The Engineer. Varies IT Coas id Vj%'`� ries h Inlet tPavLrb slot Ditch Bottom ry - r (SIM Depth) 1 6 M N� Y (Min, I 6' m Irr 6" Bottom Of IExlst. lY' Slot Or Remove Exist. Wall To This Line (Exposed 4°I" Rebars fn Pavf. Zone Hay Be Either Removed Or j 1 Exist. Inlet With f Embedded). Or Without 5lots _ L- - - - - J I I I SINGLE SLOT SHOWN (DOUBLE SLOTS SYMMETRICAL ABOUT CENTERLINE) SECTION CC (CASE I) NOTE: For plan view and additional details see Sheet 4 of 7. For payment see General Notes Nos. 6 and 7, Sheet 3 of 7. TRAVERSABLE SLOTS FOR EXISTING INLETS a LAST a DESCRIPTION: FY 2017-18 lNDeX SHEET NEWS, FFFFFFFFF DITCH BOTTOM INLET TYPES C D, E AND H No. No. 07/01/00DESIGN STANDARDS 232 S of 7 6 q End Of Curb End Of Curb F Edge Of Pavt. Etl9e Of Pavf Edge Or Pavt. Edge Of Part. PLAN PLAN PLAN PLAN 3 3 3 a Top Of Curb 5F.- 5 Trans. Top Of Curb Tri- ens. l Top Of Curd Top Of Curb Trans �� Gutter Gutter Butter Gutter PROFILE PROFILE PROFILE PROFILE FLARED END STRAIGHT END FLARED ENO ST RAIGHT END CURB AND GUTTER TYPES E & F CUR B TYPE A Depth of sweat CURB AND GUTTER ENDINGS 2Wr" Min .� 3$" Max. Depth Of Sawm[ T Min.-yi // `1'AGLL�/GLL11J J� G16L1L111 ----- Joint Seat ❑ 5' Max. 0' Min. oe P 9 SHOULDER GUTTER TYPE E = concrete $ i Getter Concrete 3$" Max. // Depth Of Sawcut Surface On Law Side Of Pavement to Pavement 0" Mln.� �L1 1111 Be Hi h Sidove Lip Of Better. Surface Y Mex. Be High Side To ut Flush With Lip Of 0° Min Curb Or Curb r Gutter. �- Pr Exp. Joint Ann Joint Slope Varies Preformed Joint Filler ❑ TYPE F 0 Applies to both high and low sides of pavemenq low sltle shown. Sawcuts should be avoided Within valley gutter and within curb and gutter endings. CONTRACTION JOINT ill CURB AND GUTTER ° Flexible Pvt. EXPANSION JOINT BETWEEN GUTTER AND CONCRETE PAVEMENT Depth Of Sawcut Depth Of Saw[or 1W Depth Of Sawcmt // 3w, Nln. Min. // / 31T Min. GG LL / / / / / ° Applies to both high and low sloes of pavement, low side shown. LLGLL Applies to shoulder gutter only where adjoining traffic lanes. TYPE A CURB AND GUTTER AND TYPE A CURB ! TYPEB TYPE D ADJACENT TO FLEXIBLE PAVEMENT CONTRACTION JOINT IN CURB GENERAL NOTES on joints at 10 curb, utter and curb & utter provide - P contracEl l 1. For cu 9 P IS' P 4' Min.. 9 9 max, 6'-T [enters (carve Contraction are to ma joints pavement to ins, Wit pavement on tangents W Or Ye Holes 1 1 , Z and flat curves are t0 match the pavement joints, with Intermediate joints net r Min. to exceed 10' [enters. Curb, gutter and curb & Cutter expansion Joints shell Max. be located in accordance with Section 820 of the standard Specifications r Min., L 3" Max. i1 51 11 2. Ends M Curbs Types a and D shell transition from fah to +era heights In Y. $ Pitch optional #4 Bars, 18' Long 6' Min, R=r (rim Per Guard) 9' Nev. Cast Or Rubbed CONCRETE BUMPER GUARD ASPHALTIC CONCRETE CURB a LAST 0 DESCRIPTION: FY ZOD-IB INDEX NO.SNOT REVISION FDOT CURB & CURB AND GUTTER 07101100 �- DESIGN STANDARDS 300 2 of 2 24"x24'xl Pipe Plug Proposed Main Line Pipe YARD DRAINS Notes: I. Yard drains to be located outside the R/W. Drainage area should not Exceed 750 SF (grate flow 0.1 Cis). 2. Yard drains may be constructed at the option of the property owner as shown on the plans. 3. Cast of plugs and Collars to be Included In the cost for 15" pipe. For Collar and plug details see index me. 200. 4. Yard drains to be paid for under the Contract unit price for Yard Drains, EA YARD DRAIN ITEM INCLUDES: 1. 15'x 15" x IT Concrete ar PVC Tee a long. 2. Grate diameter - 144 Thickness = 2-W Flow area = 45 sq In min. Light Dirty Cast Iron, see Specification Section 962. 3. Jr pipe as necessary. 4. 0.04 Cubic yards Concrete for slab. Flaw Lanes Of Place To IL Sid ewalk / Match Gutter Elevations - - _ -_---_ __ M1 as % Mon Slope -� Double Y Plpa Ditch Bottom Curb And Gutter SHALLOW DITCHES Notes: 1. To be constructed at locations as directed by the Engineer. 2. Either cast Iron pipe or PVC rigid conduit, U.L. listed for direct sunlight exposure, schedule 4o, may he used. R 3. Pipe and Mitered End to be paid for under the contract unit price for either Cast Iran Snit Pipe (Standard) (4'), IF ar PVC Pipe For Back Of Sidewalk Drainage (a'), LF. LAST o DESCRIPTION. Re/1s1ox ,n F�� FY 2017-18 BACK OF SIDEWALK DRAINAGE 07/01/13 DESIGN STANDARDS Mitered End Class 1 Concrete DESIGN NOTES FOR TRAVERSABLE SLOT Existing Cast Iron Grate To Be Replaced L INLETS (PARTIAL) FOR EXISTING INLETS With Steel Grate. Existing Steel Reticullne Grate To Be Replaced when Called For In The 7. The general purpose of these conversions, is to remove the hazard of the Plans Or As Directed By The Engineer. protruding inlet top, while not creating a hazard by depressing the top too deeply. 2. The corrective procedure depends on the approach ditch grade and hydraulic C B 1 requirements of the site. The selection of the appropriate Case depends an the 3 Vanes IT relationship between Inlet top and ditch elevation, and, on Me vertical clearance �_ between the tap of the uppermost Pipets) and the grate. The purpose for the Case Break Mile Net To 1 conversion Is to add the traversable slot to an existing Inlet where tap removah Exceed r 0:20) r - _ _ _ _ _ change in grate elevation and ditch transitions are not required. Case 2 will Exist. Ditch Haltom Remove This Portion Of normally be applicable to ditches with flatter grades adjoining the inlet. Case 3 (Box With Slot Shown) Varies (See Plans) will normally be applicable to ditches with Steeper grades adjoining the into ' I Box Md Construct New where build up of the existing ditch Is acceptable. I'll I- 'Cons[. Cant. tole[ Pavt. b SIof lop, ISeat! And Slots) 3. The designer Shall stipulate In the plans which case Is to be constructed at each Bottom Of Transition Ditch IMlvltlual inlet location. These Points Can Be N(Slot Depth) In be b Ih Where the existing Inlet tap Is dome the existing ditch (Case 2) but borrow h Same Or Nearly 1_ I Grate The Y materiel will be required m adjust [M1e tllhh (Case 3), antl vertical clearance or The Same Where Olt<h � � E I other conditions do not present removal of Me Inlet top, the designer should [all Grades Me Ftat Fx•H -T-I '�Remwe Exi54 Wall Tin Thls 1 Min',i Line (Exposed Bebera In for Case a The designer shall determine IF ditch reconstruction is required more 3' Psvt. Zone May Be Either than 35 feet beyond any traversable slat stile ant Shall Include separate pay Items I C Removed Or Embedded) in the plans to ewer the cost for that portion l required ditch reconstruction F^ exceeding the 35 foot limit The designer shall also 35footl whether Include I pavement Is required for ditch restoration within the 35 Poo[ limit and include that Exist. Inlet With X L - - J I pavement under a pay Item separate from the Inlets partlal. Or Without Slots - When the detention ditch catnap[ /s to be used with Case 3. the tle519ner shall -A - - - - - stipulate -Case 3 (DetemkOil in the plans. IwB ti� The designer shall determine whether tight sell or other conditions at each Existing cast Iron Grate To Individual Inlet indicates the treed for underdrain In Case 3 conversions and shall SINGLE SLOT SHOWN (DOUBLE SLOTS SYMMETRICAL ABOUT CENTERLINE) Be Replaced with Steel Grote. tau for underdrain, iYPe I m the plans, SECTION CC (CASE 2) ly-' C Existing Steel Ret/[ullne Grate i To Be Replaced When Called IA �9 For in The Pans Or As METHOD OF PAYMENT FOR TRAVERSABLE SLOT Break Mgte Not To Exceed Y (1:20) # Directed By The Engineer. minimum Slo➢e For Transiton Ditch 10 Level I Varies) r INLETS (PARTIAL) FOR EXISTING INLETS 0.10% Unless Existing Ditch Is Flatter. I 1. Existing Inlets converted to traversable slot tops under Cases 1, 2 antl 3 shall be Bottom 0{ Transition Pitch; cons[. Cont. Inlet paid for as inlets partlal, each. Casa shall Trot be Included in the pay item Or Bottom Of Exist. Ditch Pvt. & Slot description. _ For Exist. '-W Without S1°L p+ Ditch Great. For _ _ _ _ _ �r 2. Ali ditch reconstruction work within 35 feet of each traversable slot c°wershm, Detention Concert _ --:20 ' IF-._ _ 9 whether required by these details or as a direct result of the conversion, shall be - - - - - - - - F -� T" (Slot Depth) E included as a ➢art of the partial Cost Reconstruction work shall include � `...� excwsche am removal of surplus materials or borrow materials In place, grading, ITV Bottom Of Exist. Ir Slot r'--1 compaction, shaping and restoration o/ disturbed turf. Sodding, ditch pavement Bottom O/ Exist Ditchand underdrain are not Included as part of the inlet partial cost and are to be 2S N For Exist. Inlet With SIM 46 a x Or Remove Exist. Wall io 'r'il F (Min.) This Line (Exposed Bebars gold for separately. Slope Same As exist. Ditch -.! # I In Pwt. Zone May Be Either I` Removed Or Embedded) 3. Concrete Inlet pavement and sodding shall be In accordance with the sections on I this datall and with the Plan on Sheet 4 and Sections AA, BB and CC (as Case 1) and tabular quantities on Sheet 5. ( nderdrain, Type / To Be L Constructed Only With Detention I_ -� - _ - j 4, Unit price and payment shall constitute full compensation for Inlet conversion Ditch Concept, And Only When -Extra Pavement When Exist. I A - i B fOrtNdfng concrete inlet owing and replacement gratHs)), ditch reconstruction. Called Far in The Plans Slot Exceeds IT In Depth '� 4A• Exist. Inlet With restoration of disturbed turf, and shall be paid for under the contract price for : Or Without Slot Inlets (Dr But)(Type _J(Partial), each. SINGLE SLOT SHOWN (DOUBLE SLOTS SYMMETRICAL ABOUT CENTERLINE) A Sodding shall be paid Ion under the contract unit price for Performance Turf, SY. SECTION CC (CASE 3) Ditch pavement snail be paid for seperwe from the Inlet by pavement typ4's) and a TRAVERSABLE SLOT INLETS (PARTIAL) FOR EXISTING INLETS unlMs)as called far In the plans. LAST DESCRIPTION: FY ZD77 1B INDEX SHEET REVISION FD DITCH BOTTOM INLET TYPES C, D, E AND H NO. NO. 07/01/07 DESIGN STANDARDS 232 6 of 7 g GENERAL NOTES Bars 8 !T Rf TYPv T V_ g chamfer '� f jrI" V-Groove (TY0.) U U Nu, col u u §y2 b Joint Seal & i In C 11 11 41$ Varies -I I 3' Cl. • Bar A Bars A _ TY i P �fiYPv - 4 > 'z 11 1. C-I-P Gravity Walls Constructed as extensions of reinforced concrete retaining walls, except walls of proprietary designs, shall have the same face texture and finish as the reinforced concrete retaining wall. 2. Concrete for Gravity Wall shall be Class NS per Section 347. Concrete for Scheme 3 Junction Slab and Traffic Railing shall be Class It per Section 346, unless otherwise Specified In the plans. 3. Reinforcing steel shall meet the requlremen[s of Specification Section 931 (Grade 40 or 50). Smooth or Deformed Welded Wire Reinforcement(WWR) may be Substituted an an equal area basis. Do not Intrease barAelre spacing for Grade 60 reinforcing steel ar WWR. Index 8T0 or BBO 4. Whe n required, for adjunct ulperall see 9 1 9 % nee see Index with d5 appropriate. far ad antl Type B e t P r aker in accordance with 5. Joint Seal: or anic Felt bond b e It ti Bar B m. 9 a •3, `m D- a texllle fabric in Specification Section 400 or Type 5 0 ESTIMATED QUANTITIES NOTES: S ec Se 9 a m 0 P m 1=11 � Varies m ]" b" Far Scheme 3 sign Standards Slab and Traffic Railing see the accordance with concrete and Organic Section 9B5. Mop all contact or eotextile fabric with q it ) referenced Design Standards for Depth.ed quantities. surfaces of concrete and Organic Fell A " F - P' Y II fabric 6" below Ground a asphalt. t Organic Felt q/ eo[ext a dbrl _31 LY [ for 2-0' Toe Depth. tot -back as a Stop Quantity P P P 9 9 I' Y `n- ri "o Surface Bars A & thick It for Scheme 3 assumes 1'-3" to of wall. Qi ^ Quantity p v n la I rcrushed rock drain for B f-6' Gravity Wall. Provide continuous FYI' [lean rave b 'H coping above Gra y a 6 o de a co 9 `Din b Y° U E %Eel' Ctrs. (Nax.) wall heights 3 ft. and higher. Wrap drainage layer as shown, with p _ - _ _- -__ Type 0-3 geotextile fabric in accordance with Specification Section °/o -_---- -- 985. Provide Tye galvanized mesh with W openings, at the inside Tt.'n m and of the PVC Drain Pips. Provide r 0 PVC Drain Pipe (Sch. 40) E 2 Drainage Layer at 10 ft. max. spacing (when Drainage Layer Is required). Locate ffi Organic Felt 4Yz' R + t q And PVC Drain outermost edgenfor in Drain el Pipe a minimum of Z-0^ from wall joints. > O sea Note 6 or preformed II II ( ) ]. Cost of rein/arcing a lay face texture, mesh finish, Joint seal, plastic bond s drain pipes, be drainage layer, galvanized mesh and geotextile breaker gyp.)-'71 6" Cl. ± r Prepare Fountlation Per footle to be included in the Contract Unit Price for Concrete Tolerance) Spec. 455 (Spread Footings) Class NS, Gravity Wall. Cost of concrete for Junction Slab In Scheme 3, to be iach, ad In Contract Un1t Price for Concrete KEYWAY & WALL JOINT DETAIL TYPICAL SECTION Traffic Railing Barrier With Junction Slab. Adjunct railings or (TOP VIEW) C-1-P CONCRETE GRAVITY WALL fences to be paid for separately. BILL OF REINFORCING STEEL MARK SIZE LENGTH rTraffic Railing (Index No. 420, A 4 AS Read 37 F-Shape shown. see Plans for Traffic Railing type) B 4 As Race. Upper Slope BAR BENDING DIAGRAM „ 5ee General ;y ...///�� Sall Reinforcement Scheme 3Yz�_ •• Note d when required Junction Slab (See _ See General "q Upper Slope Index series 6100) Scheme I & 2 (5ee Plans) Note 4 ..- ...... Wall 5 S acln - 4" Slopes up ,, Slopes up to Max. I:IU to Max. 1:1 'm s 1'-0" Min, to SHW 1far Min. m SHW t g BAR A (Except for slopes for Wall Height i'-T FM Slopes s 1:l$ m'N �12 sleeper than 1:2 = y 2-0' For Slopes > ]rl$ Z-0" Min. to SHW with wall heights > 3, 2 5 i 9 for Wall Height > Y-0' h then 2-0 Min.) 12 5 22 ]'-T Min. to SHW c . ESTIMATED QUANTITIES FOR C-1-P WALL PER LINEAR FOOT OF WALL WEEP H(FT CLASS NS CONCRETE ICY) SCHEME SCHEME SCHEME 1 2 3*v BEINF• STEEL (LB.) OLES 5 DRAIN READ. P DOB 0,11 (O.20e) D.03 3 (4-) No Z 0.14 0.20 (0.32'") 0.09 4 (5a1 No I 0,72 0.32 (0.4]e) 0.29 5 (6+) Yea # 032 0.43a .47 5+ 0 (OOP) / 0.43 6 7a Yes g 0.43 (0.55 0.65 D,BS" 0.60 7 (Be) Yes 7 a S\at' \:1 See Plans et Slo+ .1 See Plans L0q w,g Na Lea eta' `1'1T Far Wall Height s z-0° 1- I see Plans Y.O. For Wall Height > Y0" e SCHEME 1 (ND Traffic Loading Effects & SCHEME 2 (With Traffic Loading or 9 SCHEME 3 (With Traffic Railing) rvOTES: BAR B 1. AI bar dimensions are out to out. 2. Lap splices (or Bars A must be a Upper Slopes d; 1:1j4) Upper Slopes > 1:1#) minimum of a a LAST REVISION DESCRIPTION: m FY 2017-18 FD '- DESIGN STANDARDS GRAVITY WALL INDEX NO. 6011 SHEET No. 1 of I rr/ovtB BUILDING PROTOTYPE: ROC60-2020 REVISIONS: 5/31/18 PROJECT NUMBER: 27080-001-01 REVISIONS: Q GRAVITY WALL DETAIL ADDED PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN 3/23/18 Q GRAVITY WALL DETAIL MODIFIED PROJECT ADDRESS: 6598 U.S. HIGHWAY I CASE III RED REFLECTORS REMOVED A 5/31/18 PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 CLIENT: VERDAD REAL ESTATE TM S E PLAAS AND ALL PROQOSTD VVIORK, ARE SUBJECT TOANY CORREC7ICP'1,5 CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. REQUIRED BY FISLD INSPECTORS THAT MAY BE NECESSARY INORDEMTO CLIENT ADDRESS: SOUTHLAKE, TX 76092 COMXY WITH ALL APPLICABLE CODES. DATE: 8/16/17 DWG: PRJI TIMOTHY W. FILE COPY STACKHOUSE LICENSE NO 81400 6" `\"�� • ST-1I.L///� Varies I C E Note; No m =. Miter to slope.('[} - STATEIRS � INBEX SHEET' i NP. No. "'�. DF �� . \ . 202 30f3 7 ;.h f.ORIDP..•'' ��\� /OA✓A L IEV ? . JiJlllllll\\\ ENGINEER OF RECORD DETAILS FLORIDA CERTIFICATE OF AUTHORIZATION # 31971 122 CEDAR WOODS TRAIL C CANTON, GA 30114 678-462-4072 Civiloon rultingEngineetsine.00m DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERNCE, IS INTENDED ONLY FOR THE SPECIRC PURPOSE AND CLIENT Fop WHICH IT WAS PREPARED. REUSE OF AND IMPROPER REUANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CML CONSULTING ENGINEERS, INC. SHALL BE WITHOUT UABIUTY TO CIVIL CONSULTING ENGINEERS, INC. SYMBOLS GENERAL NOTES �kV Work Ares 1. Rage pedestrian traffic around work areas when construction 7. Provide a 5' wide temporary walkway, except where space restrictions warrant ® activities encroach on the sltlewalk for more than No minutes a minimum width of 4'. Provide a S x 5 passing space for temporary walkways • Channelizing Device (See index 600) OSIM the devices and remenles shown on this Index. Use project less than S in width at Intervals not to exceed 200. Work Zone Sig. Specific designs for scenarios not Included on this Index. e g Z. Par spacing of traffic control devices and general TCZ B walkways. Provide . [rocs -slope with a maximum value of 0.02 for all temporary 9 Or Perm ant Curbions For Ether Temporary Or Permanent Curb Ramps, requirements refer to Index drum The maximum k9rS 08 between G� berrl[ades, vertical perMls, drums w tubular markers Is 25. 9. Temporary walkway surfaces arm ramps most be stable, arm, slip resistant, and F b Lane Identification + Direction of Traffic kept free of any abstractions and hazards such as hales, debris, mud, fQw G � Pedestrian Longitudinal Channelizing Device (LCD) with 3. Use def/oeatars an longitudinal [hannelizing devices separating construction equipment and Stared materiels. Z-O' Detectable Warnings Z-0" Detectable Warnings a Mounted Work Zone Sign or separate Work Zone Sign the work area from vehicular traffic. OPTION A OPTION A ro 10. Remove temporary walkways immediately after reopening of the sidewalk, unless { H Pedestrian Longitudinal Channeliz! Device (LCD) 4. Cover or deactivate Pedestrian traffic signal Otherwise noted in the plans. Q Median display(s) controlilno closed crosswalks. !]. Meet the requirements of Index 304 for temporary carp ramps. tIV S. Post mounted signs located neat or adjacent to a sidewalk must C, b have a T minimum clearance from the bottom 0 sign to the 12. Piece pedestrian longitudinal channellzing dominate) atross the full width of the Y-0" Detectable Warnings Z-S Oetocreble Warnirps Q b b surface of the sidewalk. closed sidewalk. For temporary walkways, similar to the Sidewalk Diversion, A place LCIYs to deitheate bath sloes of the temporary walkway. Q R,BF 11 I fi. When construction activltles involve sidewalks on both aides of ISOMETRIC VIEW ISOMETRIC VIEW goes\ �gaf5 Offset on. the street, stage the construction so that one Sidewalk is In k a. Behind an existing barrier, service at all times. If this is nut feasible and both sidewalks I. More than Z behind the curb, i must be closed, as determined by the Engineer, provide a detour Work Area c. IS or more from the edge of travel way. to guide pedestrians around the construction zone.', Detectable Warnings VMecllle ' OPTION B OPTION B CA 6•-p, ISOMETRIC VIEW ISOMETRIC VIEW S/dope %n./ 54P(Min.) 7-0" 64F (Min.) DEIIX)R r IQ O\OZ� sidewalk -�a-o sidewalk P3BO �p)nyM30. g V anOL3D D.O� ; q 0.02 GENERAL NOTES I r; . IF R cR NVMNNM Sidewalk Curb „ pp 03SOlD I °ETD 1NWHIMasd 0 u )11VM301S I. If the Work Operation (excluding establishing add terminating the work area), g Q' 1M1 S-0"(His,) E requires. that two or more work vehicles cross the offset zone in any one hour, NS Y p ROb 43SO1.� � ll. a w I WORN NltlM301S sltlewalk n �traffic control will be in accordance with Index No. bpqg Sidewalk Curb ^ Sidewalk Curb � W O 2. No special again, is required. O U it a 0 N SltlewalL Curb 0 o 3. This index also applies when work Is being performed on a mullllarre untllvided n higlvegy. Yt I SIDEWALK n CLOSED ct 4. This index also applies to work performed in the metlfed behind an existing a a PEDEST" / barrier or more than I5 from the edge of travel way, both roadways. Work -,-/ performed ithe neaten behind curb add gutter shall be In accordance with b b Cq LS. �' CR � WALKWAY �i b M 'A 8 R 1a Index No. 2 DETOUR 4 9fi (MInJ-0"(Min. P-G"(Nln. -0"(Min. 5. When a side road Intersects the highway within the work area, additional traffic NDDL90 810EW/LIt CIDBFD Bfg130 Landing Ramp Ramp Ramp SYMBOLS control devices Shall be placed /p accordance with other applicable TCZ Indexes. ��, Nf10130 ® Work Area IBEOTHEIt&OE 6. when construction activities encroach on a sidewalk, refer to Index No. 660. CONDITIONS � {l CR � PLAN VIEW PLAN VfEW PLAN VIEW b Lane Identification + Direction of Traffic •R[ •R6 i II C Wes( J WORN ]. for general TCZ requirements end additional information, refer [o Index No. 600. WORKE rSA VEHICLE, A47MIrIES i 8 � �° p AHEAD _ N1EA0 ERS ND HEIR CR-D CR•E CR•F GR-G d ARE BEHIND ANT EXISTING BARRIER, u 'A u MORE THAN 2' BEHIND THE CURB, 'W OR IV OR MORE FROM THE EDGE OF TRAVEL WAY. CROSSWALK CLOSURE AND a it SIDEWALK DETOUR SIDEWALK DIVERSION SIDEWALK CURB RAMPS CR-D, CR-E, CR-F & CR-G 3 „ PESESTRIAN DETOUR DESCRIPTION: INDEX SHEET LAST 2 DESCRIPTION: INDEX SHEET IAST 2 DESCNPTION: INDEX SHEET Last FY 2017-I8 8 FY 20/7-18 NO. NO. REVISION „ FY 2017-18 NO. NO. flEVI510N m NO. NO. REVISION Y, FDOT� PEDESTRIAN CONTROL FOR CLOSURE OF SIIDEWALgS FDO DETECTABLE WARNINGS AND SIIDEWALR CURB RAMPS F�T DESIGN STANDARDS MULTIILANE WORD OUTSIIDE Si'10ULDER 617 1 of I 11/07/16 -no -' DESIGN STANDARDS 660 1 of 1 77/07/76 .,@. DESIGN STANDARDS 304 4 Of 8 07/O2/O5 p p GENERAL NOTES: 1. Construct sidewalks in accordance with Speclflcaddin Section 322. A ,``F� B C B C g0'je Transition (Where Necozsary) 2. Include detectable warnings on sidewalk curb ramps In accordance with index 304. Back Of Sidewalk Variations / 3. For TURNOUTS see Index 515. Omit Joints On Curb ramps flexible Pavt.� 'Zrm B 1-0' Detectable WSTNngs Cd 4. Bond breaker material can be any Im ermeabie coined or sheet membrane or preformed material Graded! Turnout Z Detectable \A Landing having a thickness of not less than cods nor more than W. A (signal Pole Or Controller Base. Ex.) \` d _.f warMn9 Surface I // S. Construct sidewalks with Edge Beam through the limits of any sur/are Haunted Pedestrian/Blcyds >i A (UtHit Pale, Ex.) -�i " Transition j!d) C� I Orap HU Palling or Pipe Gulderall shown In the plans. (See RAILING DETAIL) A N A A § A -r A / A A B C B C B C B 6 B A B C B C A , pi tit p n, r Y,) • ^, y =x: p , : pU L: i. :..; ^+::,• • :q Re�iO 4 q 1 / Vz" 9 5' S 5' S 5 9 A S 5 S S 5 Ve" - B' x M Mono thle Yes[ Curb Or 6. When roadways or driveways are newly comemclon, reconstructed or altered, construct the cross ,v "- p--�I�- " '" ' ' '-" `''" ,,,• - Pavement Relief (l/Om 5�^< S x H Separate) Last Curb slopes for crosswalks and discontinuous sidewalks as /°/laws: y _ Rigid Past. k / . t .{, F i, ..1 % :. mow' .l; Turnout Or Side Road (See Se A. Cross slope = 0.02 for roadways or driveway controlled by "STOP" Sign or "YIELD" sign. u du rn t (Full Return shown) 4 6 $ L 1 •Y L ` � //per Back Of Sidewalk B. Cross Slope = 0.05 for roadways or driveways controlled by traffic signal. SI-,H / `x Battler A A / Driveway / Side Road Transition Slope 1:12 Curb Or Curb And Gutter j �, Should@f Lt. vuro __-______-5/ __- Varies (I'-C Max.l OPEN JOINTS A B c B C B C B C B A SIDEWALK WITH UTILITY STRIP ISOMETRIC VIEW 5 9 5, 5 5 S' S 9 ° Edge Of Trove Way r 30 Max. Sidewal'Net. Curd (sharer Necessary) .w., CONSTRUCTION OF SIDEWALK CURB 1N CUT SECTIONS D D D D D E D PLAN B I b LEGEND: ., to A D s s s s s g L s�_L CONTINUOUS SIDEWALK- --- Return Curd � 4' Trick Sldwwalk :Y•t• Flexible PavL �-" z y VRIVId Structure; W Min. For Turnouts Or Curb Ramps 6" Thick Sidewalk Back Of Sidewalk Variations l - LEGEND: 4" F wwe S"q OPEN JOINTS ® Utility Strip Omit Joints On Curb ramps --J n Ramp- p Ramp T H (Varies) Ramp, Sidewalk H (Varies) Gredeo Turnout 4" Thick Sidewalk Y Detectable 1a2 91 1:}2 b Ramp. Sidewalk p llP Max. 120 Man IIO Nar, 30 Max. 3P Max. Warning Surface rid Carping pp Or landing 0.02 C I a I2O Max. A (signal Pole Or COMroller Base. Ex. c A g. 3D Max. 3O Max. 39 Max. 3P Max. 3D Max. 3D Max. yx• -- _ _ _ _ _, _ _ A (Utility Pole, EX) ey.bg.: ;C•) eSki ..:. '..x• .,, .r.,d i § A �t A // A A O D D D D p D F O D A D D E D D A See GENERPL NOTE ib BI - A D D D D D' E D D D D A A A A --------- ^• Vi" 15 5' 1 4 5 5 S_� S "Irr9 I ".. 9 S ,_ Yz' / V+J�9 S 5'. S S 9 S n1.5�. S 5._� 5_� q�_p" MONOLITHIC CAST CURB SEPAAATLEY CASE CURB (PullReturn Shown) rn t Or Side 0 Rigid PaVt. -I _ "_I_I_"- I_""i_I�' / t �� / Border // PLAN VIEW / Driveway/ Side Road G A e A B� G tq // Shoulder Line // RI.,,, Curb Curb 0, Curb Md Gutter SIDEWALK CURB OPTIONS Rigid Structure; S Mtn. For Turnouts Or Curb Ramps PLAN SAWED JOINTS SIDEWALK WITHOUT UTILITY STRIP Edge Of Trove Way SAWED JOINTS LONGITUDINAL SECTION Railing (see Index 852, LONGITUDINAL SECTION PLAN 862, 870 Or WO) Verlea f1'fi" Max.) 6-D" (Min.) LEGEND: Clear Width DISCONTINUOUS SIDEWALK Asphalt Pavement Pavement i Varies Ramp Or Landing IV LEGEND: Final Rolled Surface A- WExpansion Joints (Preformed Joint FINor t ., M n) A_ ry, Expansion Joints (Preformed Joint Filter) Rd�.---- wy Prvt. -.l 0.p3 Sidewalk - - I I\\ U[IIitY B- !y' Dummy Joints, Tooled rl Sltlewelk Sidewalk 0.011 Max. e- 7p" yummy Joints. Tooled / 2 , _ D.PS (Maxi Varies ea Var es A. Varies (6 M/nJ C- W Formed open Joints �dS r y'+ � C- Formed Open Joints Landing Sidewalk Curd^ Sidewalk ' G V9' P Var as S Mtn.) (Whore NecessarYl Up of Curb D- $d' Saw Cut Joints, 1$" Deep (within Be hours) Max. 9 Centers -O 02 max. '002 Max, D- Yle Saw Cut Joints, IL$" Deep (within 96 hours) Max. S Centers ` 'g -0.02 Max. + Note: For A@dI1100al information On Sidewalk Curb Construction, Ndle: Remove Elevated Pavement BY Spading AM Rolling, Smooth Milling or Grinding. E- $d' Saw Cut Joints, IVr" Deep (within 12 hours) Max. 3P Centers r:, « "- I' Sidewalk - , , : -, . ,., -" See SIDEWALK CURD OPTIONS details. �ry•�** rc:ra. 1 E- Ijq" Saw Cu[ Joints, 1$" Deep (within 1] hours) Max. 30' Centers JOlnt(s) Required when length Exceeds 39 L:� ' Varies Based oa Ralling Used JOIM(s) Required When Length Exceeds W i q F- W Expansion Joint when Run Of Sidewalk Exceeds 129. Intermediate R F- W Expansion Joint When Run Of Sidewalk Exceeds IM. Intermediate a SECTION B-B SECTION C-C "n locations when called for in the plans or at locations as dlrerted by SECTION A -A SECTION B-B RAILING DETAIL locations When called for in the plans or at locations as directed by P the Engineer.1 the Engineer. -•-SECTION C-C G- Cold Joint With Bond Breaker, Tooled a SIDEWALK JOINTS SIDEWALK JOINTS q GENERAL NOTES AND CONCRETE SIDEWALK ON CURBED ROADWAYS S CONCRETE SIDEWALK ON FLUSH SHOULDER ROADWAYS SIDEWALK CURB RAMPS CR-C AND SIDEWALK CURB 2 DESCRIPTION: INDEX SHEET LAST x0 DESCRIPTION: FY 2OD-1A INDEX SHEET LAST 0 DESCRIPTION: INDEX SHEET LAST O FY 2017-18 REVISION y @,, NO. NO. AEvrsFOR FD, 1 FY 2017-18 CONCRETE SIDEWALK NO. rv0. REVISION h FD CONCRETE SIDEWALK NO. N0. 77/OI/I6 F�:.x''�V DESIGN STANDARDS DETECTABLE WARNINGS AND SIDEWALK CURB RAMPS 304 3of 8 11107116 �°-" t y DESIGN ST DESIGN STANDARDS 310 2 of 2 1 ° G yellow Skip BUILDING PROTOTYPE: ROC60-2020 GENERAL NOTES SO Min 75 His 5D' 9 Iz B 6"Yet/. solid I. For traffic and Pedestrian signal installatlgn, refer in index �r REVISIONS: 2 i 8 i 18 No. ])121 throughgh178]1B9P. 2P White 2. For pdone sidewalk curb ramps, rarer to Index No. W4. 3. for yyavement marking and sign instailatlon, We, to Indexes 300 Max. Intervals Between Double Access 11200 through 17356. Per use In congested urban areas where aVidlabla storage 6" White 6'Doi Yellow /@Npth between Intersections is limited end a permanent SCHEME ONE PROJECT NUMBER: d. Crosswalk minimum widths. Intersection Crglewalk B, lot M transition from the two-way turnng Im2 to the Line Mltlbla[k Crosswalk 10'. �plusNo turning lane Can not be determined. 27080-001-01 Use Stop zed 5. NO [roaswalk marking Shall be wnite. At Signalized intersection a Mfg. 6. Longitudinal /iris a Speel path Emphasis01 vehicles as Crosswalk showninll detail. Wide and Only 34°WAite Them maximum spaces RadluaPolnt PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN The maximum space between markings shall not exceed. Additional A T oWitudinal marking spell be centered a each lane line. hln longitudinal markings shall be to the at the canter es each lane (1/2W). TH:.`r: �1Li,N[s AND ALL f1!�fn pf't {efD %fYff+„y,I Where the Crosswalk is skewed to tin lame lane liras. the Special 10 JO 29 B B C± 1'L� I1�•J h4l L(l�Pi ifl�l/V, �1 „]ICJ (°. 41Ii74 d' Mid. Emphasis longitudal lines should be parallel to the lane line. ARE SUBJECT TO ANY CIORREC'I ICI I,S 17 White 24"White 2S 12 - REQUIRED BY FIELD INSPECTORS THAT PROJECT ADDRESS: 6598 U.S. HIGHWAY 1 6"Yelieanor MAY BE NECESSARY IN ORDER TO 24° White 6^ White s' col Yellow _--- COMPLY WITH ALL AkPPUC His TS A'B,LEco�,E.^ �. PROJECT ADDRESS: PORT sT. LucE, FL 34952 SPECIAL EMPHASIS E� Pot use in rural B suburban areas where en adequate 309 Max. Intervals Between Double Arrows MARKINGS storage IarM length can be specifically determined. 24° White (WITH SINGLE LANE LEFT TURN CHANNELIZATION) SCHEME TWO ,Yµ„ite 17W„ite t'T TWO WAY LEFT TURN LANE CLIENT: VERDAD REAL ESTATE + �p� CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. ILE COPY 24^ while STANDARD '`^ µ 24^ White-- MARKINGS 60' Max. Lane line � 1 �► 12W„ate I? White FCLIENT ADDRESS: SOUTHLAKE, TX 76092 For Crosswalk For LrosswalY Lane Ilne 5- -4. 4µ \ a DATE: 8/16/17 DWG: PRJI `_ kW � d Min. Lane Ilne k -tz" Pewq cep/i �- "-- paesw TIMOTHY W. 17' White - aneNic e �� STACKHOUSE 24"W"Ike 4'Min. W '' on M LICENSE NO 81400 l4W Lane line Fo White _ �`\` sJY. ST !':/''V/ ` FLORIDA CERTIFICATE OF AUTHORIZATION # REVISIONS: Q REVISED PER COUNTY COMMENTS / �� 1• •....... q Ir, SPECIAL EMPHASIS irWhite Q , LI�ENSF'' •y 31971 CROSSWALK MARKING For Crosswalk ' DETAIL 11/14/17 Q DETAIL ADDED IZWhitswelk -1 ~ ND.81{OO N 122 CEDAR WOODS TRAIL for Crosswalk TYPICAL CROSSWALK MARKINGS FOR CURB RAMPS * Cn CANTON, GA 30114 SPECIAL EMPHASIS AND STANDARD CROSSWALKS SIGNALIZED OR STOP SIGN CONTROLLED INTERSECTION ^ "CI * * - inc. LAST o DESCRIPTION: FY 2017-1B 1 NO. BNOT -� 678-462-4072 / Z 7 / 17 REv(s,ON FD PAVEMENT MARKINGS O ' STATE S IY' ICJ LAST 2 DESCRIPTION: INDEX SHEET 11101176 DESIGN STANDARDS 17346 6 Of ]7 �.(� REVISION = FDOT DESIGN STANDARDS NO. Np. F `V CivilConiulkingEngineeaino.00m 7/01/09 FY 2012/2013 SPECIAL MARRIING AREAS 17346 9 III/IIIII 3 A\ 2/8/18 Q DETAIL ADDED 3 ENGINEER OF RECORD DETAILS C15 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT UABIUTY TO CIVIL CONSULTING ENGINEERS, INC 35.09 FT 47.32 PROPOSED SYSTEM SYSTEM BASE STONE IN 6 TOP STONE IN 6 SECTION HEIGHT FT 2,46 AREA 3, 777 PERIMETER FT 368 CHAMBERS EA 433 END CAPS EA 54 EXCAVATION REQUIRED' CY 362 NON -WOVEN FABRIC REQUIRED" Sy 204 MAIN HEADER ROW LENGTH 163 ON UI Cy 271 T'�fpC'§�LSPtAG"*" CF 5,383 •EXCAVATION CALCULATIUN IS. IUR UISPLA:LU LAININ. II I� SIJILM at4IIVN NLEUN' MULTIPLIED BY SYSTEM AREA. IT DOES NOT INCLUDE EXCAVATION NEEDED FROM TOP OF STONE TO BASE OF PAVEMENT. FABRIC REQUIRED ON TOP, SIDE AND BOTTOM OF SYSTEM """ASSUMES STONE VOID SPACE OF 40% (PER DESIGN NOTES) NOTE: QUANTITIES GIVEN ARE NEATLINE AND DO NOT INCLUDE WASTE OR EXCESS NEEDED FOR OVERLAP r'-- 67, 16 FT OT' PVC CONNECTOR PIPES (14 TYP.) I "Swolvall,SOLBLIIRS 7600 GRAND RIVER, SURE 195 BRIGHTON, MI 48114 PHONE, (610) 222.7652 • FAX: (810) 222-1769 WWW.TRITONSAAaCOM NOTES: 1. PIP MANHOLE CONNECTIONS TO BE GROUTED. 2. PIPE/CHAMBER CO PER LATEST INSTAL INSTRUCTIONS. CASTING PER ENGINEER'S SPECIFICATION MAX PIPE DIAMETER. D (IN.): • S-29 CHAMBERS = 24" (610mm) • S-22 CHAMBERS = 24" (610mm) • C-10 CHAMBERS = 18" (450mm) • M-6 CHAMBERS = 12" (300mm) \-- MAIN HEADER ROW (7 TYP.) 612" HEADER ROW CONNECTION PIPE (7 TYP.) TRITON LAYOUT M6CHAMBERS BURGER KING PORT ST. LUCIE, FL 11-9-17 AND BOTTOM OF CHAMBERS THIS GENERIC DETAIL ODES NOT ENCOMPASS THE SIZING FIT AND M APPLICABILITY OFTHE TRITON CHAMBER SYSTEM FOR THIS SPECIFIC PROJECF. ITISTHE ULTIMATE RESPONSIBILITY OFTHE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM DESIGN 151N FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGUALTIONS. TRITON PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH TRITON'S MINIMUM REQUIREMENTS. TRITON SIORMWATER SOLUTIONS DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGN ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS. G 1 I TRJO ORMWATER SOLUTIONS 76DO EAST GRAND RIVER STE.195 BRIGHTON. MI 46114 PHONE: (610) 222-7652 • FAX: (810) 222-1769 W W W.TRITONSWr>.COM PROPOSED ELEVATIONS MAXIMUM ALLOWABLE GRADE (TOP OFOF PAVEMENT/UNPAVED) 61.56 MINIMUM ALLOWABLE GRADE :UNPAVED WITH TRAFFIC) 13.86 E (UNPAVED 0 TRAFFIC MINIMUM ALLOWABLE GRAD ( NP N ) 13,06 MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT) 13.06 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 13.06 TOP OF STONE 12.06 TOP OF CHAMBERI 11.56 BOTTOM OF CHAMBER 10.10 BOTTOM OF STONE 9.60 X I Dp� Q6 10 �20 5 Ind 34,50 FT I OWNER: VERDAD REAL ESTATE ENGINEER: CIVIL CONSULTING ENGINEERS, INC. TRITON PROJ. #: 4610 A AA ACCESS HEADER ROW A C STANDARD MH CONNECTION TRITON -STANDARD DETAILS DESIGNED BY: DIM REVISIONS: DIN k16/8 aiM 31458 D.M 31518 OJM3.21-18 - MIN nm) REVISED: 01-2648JWM AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE OR EQUAL, SIDES AND TOP ONLY END CAP PIPE CONNECTION MAX O.D. (see table) OPTIONAL 06" 150mm) UNDERDRAIN W/ SOCK PER ENGINEER (TYP) t L t t t • � • • t t vn ' 1 !! ICI ••�I:•-• I ICJ • � 1;,• I' It1; !l�Ir• • •`'1�• • I,t • ! I "• • I F'I I ly,l • .. PIPE 0 MIN ♦. • i_w r, � r r �a•r ♦�� • r., v�r � �r�r 1 r r r r r •r �' r • i- - =I -�:�. y._I-1.•�-� 1_�_�_I I �`�---- I •-- 1 - 1 ----Ni.+i�� 1 CHAMBER WIDTH "MIN CHAMBER (see table) SPACING 12" MIN (see table) (300mm) CENTER TO CENTER LENGTH (see table) CHAMBER WIDTH CHAMBER SPACING CENTER TO CENTER LENGTH CHAMBER HEIGHT MAX END CAP CONNECTION 529 59" (1499mm) 6.0" (150mm) •7.5" (19Omm) 66.5" (1690mm) 36" (914mm) 32" (813mm) S22 55" (1397mm) 6.0"(150mm) 61.0" (151 35" (889mm) 30" (762mm) C10 39.7" (1008mm) 6.0" (150mm) 45.7" (1161mm) 25" (635mm) 20" (508mm) MIS 1 33.6" (853mm) 6.0" (1SOmm) 39.6" (1DO6mm) 17.5" (445mm) 14" (356mm) •7.5" (190mm) SPACING OF DISTRIBUTION ROWS IS REQUIRED ONLY WHEN A PERPENDICULAR MAIN HEADER ROW IS USED. IF AN INLINE MAIN HEADER ROW IS USED, THEN MIN SPACING CAN BE 6" (150mm) _ THIS GENERIC DETAIL DOES NOT ENCOMPASSTHE SIZING, FIT, AND APPLICABILITY OF THE TRITON CHAMBER SYSTEM FOR THIS SPECIFIC PROJECF. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM DESIGN IS IN FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGUALTR)NS. TRITON PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH TRITON'S MINIMUM REQUIREMENTS. TRITON STORMWATER SOLUTIONS DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGN ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS. 1 I N STORMWATER SOLUTIONS \;y, 76DO EAST GRAND RIVER STE.195 BRIGHTON, MI 46114 PHONE: (810) 222-7652 • FAX: (810) 222-1769 WWW.TRITONSWS.COM NOTES: • TRITON HEADER ROW SEDIMENT CONTAINMENT AND SCOUR PROTECTION OPTIONS: _ •• SEDIMENT FLOORS PLACED ABOVE ONE LAYER OF AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE OR EQUAL. •• IMPERMEABLE MEMBRANE. CONNECTOR PIPE •• TWO LAYERS OF AASHTO M288 CLASS 1 (see table for WOVEN GEOTEXTILE OR EQUAL. max O.D.) • GEOTEXTILE OR IMPERMEABLE MEMBRANE TO BE PLACED AS ONE PIECE, LENGTHWISE ABOVE BASE STONE: •• 7.0' (210 mm) WIDTH FOR S-29 CHAMBERS •• 7.0' (210 mm) WIDTH FOR S-22 CHAMBERS END •• 5.5' (180 mm) WIDTH FOR C-10 CHAMBERS CAP •• 5.0' (150 mm) WIDTH FOR M-6 CHAMBERS • SEE ACCESS DETAIL FOR TRITON HEADER ROW ACCESS MAX DIAMETER FOR CHAMBER CONNECTORPIPE SPACING S29 18" (450mm) 6.0" (150mm) •7.5" (190mm) 522 18" (450mm) 6" (150mm) C10 12" (300mm) 6" (150mm) M6 8" (200mm) 6" (150mm) "7.5" (190mm) SPACING OF DISTRIBUTION ROWS IS REQUIRED ONLY WHEN A PERPENDICULAR MAIN HEADER ROW IS USED. IF AN INLINE MAIN HEADER ROW IS USED, THEN MIN SPACING CAN BE 6" (150mm) THIS GENERIC DETAIL DOES NOT ENCOMPASS THE SIZING FIT AND APPLICABILITY OF THE TRITON CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM DESIGN 151N FULL COMPLIANCE WITH ALL APPLICABLE LAWS AND REGUALTIONS. TRITON PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH TRITON'S MINIMUM REQUIREMENTS. TRITON STORMWATER SOLUTIONS DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS THE DESIGN ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS. ENGINEER TO VERIFY SUITABILITY OF SUBGRADE SOILS CHAMBER CROSS SECTION HEADER ROW SEDIMENT CONTAINMENT AND SCOUR PROTECTION GEOTEXTILE OR IMPERMEABLE MEMBRANE (SEE NOTES FOR OPTIONS) CONNECTOR PIPES (see table for max O.D. INFILTRATION TRITON -STANDARD DETAILS REVISED: 0246-10 JWM HEADER ROW HEADER ROW HEADER ROW SEDIMENT CONTAINMENT AND SCOUR " MIN PROTECTION GEOTEXTILE OR IMPERMEABLE MEMBRANE 12TO BE EXTENDED UPWARD ALONG THE HEADER ROW (12" MIN CHAMBERS APPROXIMATELY 1' (300mm) ON SIDES AND ENDS (SEE NOTES FOR OPTIONS) I; T WATER SOtUT10NS S ORM •c:.: 76M EAST GRAND RIVER, STE.195 BRIGHTON. MI 48114 PHONE: (810) 222-7652 • FAX: (810) 222-1769 WWW.TRITONSWS.COM CHAMBER SPACING (see table) 12" MIN I 1El" MIN (450mm) 6w MIN 150mm) 6" MIN (150mm) TRITON MAIN HEADER ROW TRITON - STANDARD DETAILS REVISIONS: Q STORMTRAP DETAILS ADDED Ai 11/27/17 A STORMTRAP DETAILS REVISED QSYSTEM REVISED TO BE TRITON 2/8/18 A6 3/23/18 THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIML CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC. REVISED: DI.2&16 JWM BUILDING PROTOTYPE: ROC60-2020 AREVISIONS: 3/23/18 PROJECT NUMBER: 27080-001-01 A," I PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN FILE C(i PROJECT ADDRESS: 6598 U.S. HIGHWAY I PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 THJESSE PUNS AND ALL PPOPos:DCLIENT: VERDAD REAL ESTATE ARE SUBJECT TO ANY CORR[C � ICI! a REGUIREDBYFIELD INSPECTORS TII..kF CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. MAY BE NECESSARY IN 002M TO COPI WITH ALL APPLICABLE C(ME3. CLIENT ADDRESS: SOUTHLAKE, TX 76092 DATE: 8/16/17 DWG: PRJI TIMOTHY W. STACKHOUSE LICENSE NO 81400 \\\\ \N SC 7AC Z A No.8 �Ai��,�,h••. STATE 0�; ENGINEER OF RECORD FLORIDA CERTIFICATE OF AUTHORIZATION # 31971 122 CEDAR WOODS TRAIL Ca CANTON, GA 30114 678-462-4072 OLviLOonsultinglingineeminc.eom STORMWATER DETAILS C16 44" (1115mm) DIAMETER X 5" (125mm) CIRCULAR CONCRETE TOP SLAB WITH 12" (300mm) DIAMETER CONCENTRIC ACCESS HOLE EXTEND RISER PIPE APPROX. 3" (75mm) INTO THE TOP SLAB MAX PIPE SIZE FOR RISER • S29: 24" (600mm) • S22: 24" (600mm) • C10: 18" (450mm) • M& 12" (300mm) *RISER PIPE CAN BE PVC OR DUAL WALL CORRUGATED PIPE AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE OR EQUAL EXTEND RISER PIPE A MIN. OF 5" (125mm) INTO THE CHAMBER NOTES: 1. CONNECT RISER TO CHAMBER PER LATEST INSTALLATION INSTRUCTIONS CONCEPTUAL PLAN DISCLAIMER THIS GENERIC DETAIL DOES NOT ENCOMPASS THE SIZING, FIT, AND APPLICABILITY OF THE TRITON CHAMBER SYSTEM FOR THIS SPECIFIC PROJECT. IT IS THE ULTIMATE RESPONSIBILITY OF THE DESIGN ENGINEER TO ASSURE THAT THE STORMWATER SYSTEM DESIGN IS IN FULL COMPLIANCE WITH ALL APPU CABLE LAWS AND REGUALTIONS. TRITON PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH TRITON'S MINIMUM REQUIREMENTS, TRITON STORMWATER SOLUTIONS DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS. THE DESIGN ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS. REVISIONS: A11/27/17 A 2/8/18 AS 3/23/18 �-"STORMWATERIONS 7600 EAST GRAND RIVER, STE.195 BRIGHTON, MI 48114 PHONE: (810) 222-7652 • FAX (810) 222-1769 W W W.TRITONSWS.COM QSTORMTRAP DETAILS ADDED Q STORMTRAP DETAILS REVISED Q SYSTEM REVISED TO BE TRITON A ' �X / ,4, NEENAH R-1976 FRAME AND LID OR EQUAL 18" MIN (450mm) 6" MIN 150mm) 6" MIN (150mm) (OPTIONAL) 2'x3' BLANK CONCRETE CS WITH BASE SLAB TRITON TOP ACCESS SMALL DIAMETER CONNECTION TRITON -STANDARD DETAILS REVISED: 01-28.18 JWM TRITON M-6 PRODUCT SPECIFICATIONS 1.0 General 2.12 The chamber shall be analyzed, designed and field tested using AASHTO 1.1 Triton chambers are designed to control stormwater runoff. As a LRFD bridge design specifications 1. Design live load shall meet or exceed subsurface retention or detention system, Triton chambers retain and the AASHTO HS30 or a rear axle load of 48,000 pounds. Design shall allow effective infiltration of water into the soil. As a subsurface consider earth and live loads without pavement as appropriate for the detention system, Triton chambers detain and allow for the metered minimum to maximum specified depth of fill. flow of water to an outfall. 2.13 The chamber shall be manufactured in an ISO/TS16949:2002 and ISO 2.0 Chamber Parameters 14001:2004 certified facility 2.1 The chamber shall be injection compression molded of 1010 green soy resin to be inherently resistant to environmental stress cracking 2.14 The service life of the product is over 60 years under a sustained load of (ESCR), creep, and to maintain proper stiffness through temperature 10,000 PSI which is equal to the H-20 loading condition. ranges of -40 degrees F to 180 degrees F. 2.15 Designed to exceed ASTM F2418, F2787, F2922 standard and AASHTO 2.2 The material property for the chamber and end cap must meet or LRFD Bridge specifications. Validated through independent third party exceed the following: performance testing. Tensile Strength- Ultimate: 21,755 PSI Tensile Strength -Yield: 17,404 PSI 3.0 End Cap Parameters Tensile Modulus: 1,750-2,240 PSI 3.1 The end cap shall be Injection Compression molded of 1010 green soy resin Flex Modulus: 1,600 KSI to be inherently resistant to environmental stress cracking (ESCR), creep and Flex Yield Strength: 33,100 PSI to maintain proper stiffness through temperature ranges of -40 degrees F to Compressive Strength: 30,457,000 PSI 180 degrees F. Shear Strength: 11,500 PSI 3.2 The end cap shall be designed to fit inside the last corrugation of a chamber, 2.3 The nominal chamber dimensions of the Triton M6 shall be 17.5 which allows: the capping of each end of the chamber row. inches tall, 34.0 inches wide and 32.0 inches long. Lay-up length is 29.58 inches. 3.3 The end cap shall have 7 different diameter connection guides across the front the face of the bull nosed surface. The maximum diameter that the end 2.4 The chamber shall have an elliptical curved section profile. cap can accept is 12 inches PS46, ASTM F679 PVC pipe. 2.5 The chamber shall be open -bottomed. 3.4 The end cap shall have excess structural adequacies to allow cutting an orifice of any size at any invert elevation. 2.6 The chamber shall incorporate an overlapping corrugation joint system to allow chamber rows to be constructed. 3.5 The primary face of an end cap shall have 5 corrugations and be angled 2.7 The nominal storage volume of a Triton MIS chamber shall be 11.5 outward to resist horizontal loads generated near the edges of beds. cubic feet per chamber when installed per Triton's typical details. This 3.6 The end cap shall be manufactured in an ISOITS16949:2002 and ISO equates to .13 cubic feet of storage/square foot of bed. 14001:2004 certified facility. 2.8 The chamber shall have both of its ends open to allow for unimpeded 3.7 The service life of the product to be 60 years under a sustained load of hydraulic flows and visual inspections down a row's entire length. 10,000 PSI which is equal to the H-20 loading condition. 2.9 The chamber shall have 5 corrugations to achieve strengths defined 3.8 The nominal storage volume of a Triton M6 end cap shall be 1.84 cubic feet above. per end cap when installed per Triton's typical details. This equates to 2.10 The chamber shall have 5 circular and elliptical, indented and raised, 07cubic feet of storage/square foot of bed. surfaces on the top to the chamber for optional feed inlets, inspection 4.0 Installation ports and or clean -out access ports. 4.1 Installation shall be in accordance with the latest Triton Installation manual that can be downloaded from the Triton website: 2.11 The chamber side shall be capable of accepting pipe O.D. up to 8 www.tritonsws.com/support/downloads inches. CONCEPTUAL PLAN DISCLAIMER THIS GENERIC DETAIL DOES NOT ENCOMPASSTHE SIZING, FIT, AND f ' y' I 'I APECT.IT LITYOFTHE TRITON CHAMBER SYSTEMFOR DESIGTHIS N N..R.16"STORMWATER { , n 1" �.6 PRODUCT PROJECT. A IT ISTHE ULTIMATE STORMWATER SYSTEM EM DE DESIGN ENGINEER ��faS[l�- SPECIFICATIONS TD ASSURE THATTHE STRRMWATER SYSTEM DESIGN IS IN FULLCOMPLIANCE WITH ALLAPPLICABLE LAWSAND REGUALTIONS.TRITON IONS-w>� PRODUCTS MUST BE DESIGNED AND INSTALLED IN ACCORDANCE WITH 7gp0 EAST GRAND RIVER, $TE.195 TRITON'S MINIMUM REQUIREMENTS. TRITON STORMWATER BRIGHTON, MI 4ER, SOLUTIONS DOES NOT APPROVE PLANS, SIZING, OR SYSTEM DESIGNS PHONE: 810 RIGHTO • FAX: (810) 222-1789 REVISED: 8114 THE DESIGN ENGINEER IS RESPONSIBLE FOR ALL DESIGN DECISIONS. ( > TRITON - STANDARD DETAILS W W W.TRITONSV4S.COM osas-v MM THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED, REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT UASILITY TO CIVIL CONSULTING ENGINEERS, INC. A BUILDING PROTOTYPE: ROC60-2020 AREVISIONS: 3/23/18 PROJECT NUMBER: 27080-001-01 TNES 2 PU,,;IS,4PJp A LLPr3GpDSEplb{*,jW, PROJECT NAME: P.S.L-BURGER KING @ KITTERMAN �R_ EJEJECT TO>,PJY C0?IEC•� ICP13 BEQL9RED BY FIELD IFJSPLrcC S T}i,R'i r'AYBENECESsARyINORD2MTC PROJECT ADDRESS: 6598 U.S. HIGHWAY I CCf ii7LY WITH ALL APPLICAsIE CODES. PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 CLIENT: VERDAD REAL ESTATE ICILE CO"N'T CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. CLIENT ADDRESS: SOUTHLAKE, TX 76092 DATE: 8/16/17 DWG: PRJI TIMOTHY W. STACKHOUSE LICENSE NO 81400 \\\��III n rrrri�ii �0..• LICENg F O No, 8 m ';�'• STATE11P i((l SIbAI L ENG r`rrliIII1 ll\\\ ENGINEER nF RFrnRn FLORIDA CERTIFICATE OF AUTHORIZATION # 31971 122 CEDAR WOODS TRAIL C. CANTON, GA 30114 678-462-4072 CiYilConrultingEnglaeerrino.00m STORMWATER DETAILS C17 3"X2" RECTANGULAR WEIR SNOUT PER DETAIL THIS PAGE CONTROL STRUCTURE - PLAN (CS-1) SCALE: 1" = 1' ELEV. = 12.00 ELEV. = 9.6 EL ELEV. = 6.50 ELEV. = 6.0 ELEV. = 5.50 3" X 2" WEIR AT INV. EL. 8.6' FDOT TYPE "C" STRUCTURE ELEV. = 12.50 MAX WATER LEVEL = 12.00 m G 12"x18" ELLIPTICAL RCP OUTFALL PIPE SNOUT PER DETAIL (THIS PAGE) CONTROL STRUCTURE - PROFILES (CS-1) SCALE: 1" = 1' REVISIONS' A CONTROL STRUCTURE DETAIL REVISED 3" X 2" WEIR AT INV. EL. 8.6' 2"x18" ELLIPTIC RCP OUTFALL PIPE le" FDOT TYPE "C" STRUCTURE A ELEV. = 12.00 ELEV. = 9.6 ELEV. = 6.50 ELEV. = 6.0 ELEV. = 5.50 —POST OF CONTRASTING COLORS SOD v 2' MIN./ 4' MAX_ 3' MIN. V NORMAL WATER SURFACE 2• RIP -RAP TO TOE OF SLOPE-" EXTEND 10' EITHER SIDE (20' TOTAL WIDTH) DWG. NO. P:74-0901\Permit Application Documentation\Permit Manual\Exhibits\EXHIBIT G.dwg NORTH ST. LUCIE RIVER WATER CONTROL DISTRICT SKETCH TO ACCOMPANY TYPICAL CONNECTION DETAIL DATE: APPLICATION NUMBER: CANAL NO.: APPLICANT: OUTFALL STRUCTURE DETAIL ADDED EXHIBIT "�'a° A 11/14/I7 STORMTRAP DETAIL REVISED. Qs vane DETAIL ADDED FOR CANAL ° Q -- — — " DISCHARGE PIPE A 2/14/18 PROFILE ADDED A. As CONTROL STRUCTURE REVISED 3/23/I8 p, 5/31/18 Q SNOUT DETAIL ADDED A DESIGN PARAMETER GUIDELINES FOR WATER QUALITY IMPROVE ANTI —SIPHON VENT STACK SIZED ACCORDING TO TOP OF STRUCTURE OR GRATE. 3" MIN. HEIGHT. �13 ° . p OUTLET PIPE DIAMETER (I.D.) \1 "SNOUT" OIL/DEBRIS ° STOP BY BMP, INC. INSTALLED PER MFG. SPECIFICATION BOTTOM OF HOOD Ds 36.I 0" MI 1 /2 PIPE I.D. BELOW INVERT OF PIPE (6" MIN.) WS WIDTH OF STRUCTURE RULE # 1- AT AN ABSOLUTE MINIMUM, STRUCTURE INTERNAL DIMENSIONS MUST BEAT LEAST LARGE ENOUGH TO ACCOMODATE EXTERNAL DIMENSIONS OF THE SNOUT, AND ALLOW FOR A PERSON TO INSTALL IT. REFER TO BMP, INC. CAD DETAILS FOR PART DIMENSIONS. RULE #2- USE ONLY "F" SERIES SNOUTS FOR RECTANGULAR OR SQUARE STRUCTURES, AVAILABLE IN 1211 , 18", 24", 30", 48", AND 96" SIZES. USE ONLY "R" SERIES SNOUTS FOR ROUND STRUCTURES, AVAILABLE IN 12", 18", 24", AND, 30" SIZES. SUMP DEPTH (Ds)- SUMP DEPTH SHOULD BE A MINIMUM OF 36" FOR ANY NEW CONSTRUCTION FOR PIPES 12" AND LESS. FOR 15"-18" PIPE MIN. DEPTH SHOULD BE 48". OPTIMAL SIZING IS AT LEAST 2.5X TO 3X OUTLET PIPE DIAMETER (Dp) FOR MAXIMUM POLLUTANT REMOVAL EFFICIENCY AND MINIMAL CLEANOUT FREQUENCY. STRUCTURE DIMENSIONS- PLAN DIMENSIONS FOR A STRUCTURE SHOULD BE APPROX. 7X AREA OF OUTLET PIPE FOR MAXIMUM POLLUTANT REMOVAL EFFICIENCY AND MINIMAL CLEANOUT FREQUENCY. (SEE MAINTENANCE FREQUENCY CALCULATION SHEET FOR MORE INFORMATION) IMPORTANT NOTICE: DO NOT CONFUSE PIPE O.D WITH PIPE I.D. A SNOUT FITS OVER A PIPE, NOT IN IT. THUS, SNOUT MUST BE SIZED TO FIT OVER PIPE OPENING IN STRUCTURE. SNOUTS ARE AVAILABLE FOR ROUND STRUCTURES TO ACCOMODATE PIPES OF 30" O.D. MAX. FOR PIPES 30" O.D. AND ABOVE, USE SQUARE OR RECTANGULAR STRUCTURES. SIZING EXAMPLES: STRUCTURE OUTLET HOLE SIZE SNOUT SIZE 11.9" O.D. OR LESS 12 F or R 12.0"-17.9" O.D. 18 F or R 1&0"-23.9" O.D. 24 F or R 24.0"-29.9" O.D. 30 F or R 30.0"-47.9" O.D. 48 F 48.0"-95.9" O.D. 96 F BUILDING PROTOTYPE: ROC60-2020 REVISIONS: 5/31/18 PROJECT NUMBER: 27080-001-01 PROJECT NAME: P.S.L-BURGER KING @ KITTEI PROJECT ADDRESS: 6598 U.S. HIGHWAY I PROJECT ADDRESS: PORT ST. LUCIE, FL 34952 TMwSS F? ,'.,15 AND ALL Pi?CPI✓SvD VJCi�a ARE `:U"I?JECT TO ANY CORRECTICFI; RECUIR'E[)BYFTLDINSPECT0R'ST'IA7 CLIENT: VERDAD REAL ESTATE MAY BE NECESSARY IN OR?2R TO CON11PLY WITH ALL A,PPLICABLECOVE3 CLIENT ADDRESS: 1211 S. WHITE CHAPEL BLVD. CLIENT ADDRESS: SOUTHLAKE, TX 76092 DATE: 8/16/17 DWG: PRJI TIMOTHY W. STACKHOUSE LICENSE NO 81400 . c i Q V\GENSF •,5, No.8140 G �I.m STATE oksl F Ir— ENGINEER OF RECORD FLORIDA CERTIFICATE OF AUTHORIZAI 31971 122 CEDAR WOODS TRAIL Cm CANTON, GA 30114 678-462-4072 oivi IOongulti ng Eng i neeai ne. eo m STORMWATER DETAILS THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE.. IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS. INC. REVISIONS: A3 2/8/18 A 5/31/18 3D VIEW OF RAILING WITH TYPE 1 - PICKET INFILL PANEL (42' Height Shawn, 48' Height Similar) TABLE 1 - RAILING MEMBERS MEMBER ALLOYin DESIGNATION OUTSIDE DIMENSION WALL THICKNESS Posts (Type "A' & "B"I 606146 RT 2x24.250 2.00" x 2DO' 0.750' posts (Type "C'I 6061-T6 Extrusion I{Sx2i/uxO.12S LSO' x 2ST 0.125' rap Plate (Type 'C`) 6061-T6 Extrusion (See Details) 2B' x 7" Varies Tap Rail 6061-T6 At NPS (Soh. 10) 3' Round Top Cap Rail 2.675' 3.000• 0.12& 0.125• End Hoops 606}i5 2r NPS (Sch. 10) 300 OD x 0.125 Wall 2.87P 3.000' 0.120' 0.725" Top Rail joint/Splice 510"Go 6063-TS 2.50 OD x 0.125 Wait Top Cap Rail Inner Sleeve 2.500• 2,800' 0.115• 0,090' Intermediate & Bottom Rail 6061-TE AT 244.250 ZW x 2.00n 0.25or Int. & Bottom Rail Post Connection sleeve W63-TS f.50 OD x 0.125 Nafl i 1.500' O. 12Y Handrail Joint/Spllca 5ideves 6053-TS 6053-TS I" NP5 (Sch, 40) ISO 00 x 0,125 Wall 1.3i9' 1.500^ 0.133" 0.125' Handralls 606146 IV NPS (Sch. 40) 1.900' 0.145' Handrail Support bar 6061-fit 0 Round Bar 0.156' N/A Pkke[s (Type 1 Inf/l! Penal) 6061-To dy' B Round Bar 0.750" NIA lnfilC Pane( Members fry➢es 2 - 5) 6053-TS Varies (see Details) Varies Varies TABLE 1 NOTES: it) Alloy 6061-76 or 6063452 & T6 may be substituted for Alloy 6063-T& 12) O1B8" wall thickness Permitted for ratio with past Spacings )ass than 5-9'. (3) 1" MPS (Sch. 40) non-stit rail sleeves may be substituted when welded canne,tlon Detail 'K• Is utlilzed, NOTES 1. Shop Drawings are required, see Sperfication Section 515. 2. F" bridge manated railings, work this index with Index 861 Bridge Blcycle/pedestrian Rolling (Aluminum) 3. Materials: A Structural Extrusions, Tube, Pipe and Bars: Table I and ASTM B221 or ASTM 8429 a. Top, bottom and intermediate rail corner bends with maximum 0-T post spewing may be Alloy 6063-T6 B. Base Plates and Rail Caps: ASTM B209 Alloy 6061-T6 C. Perforated pawls (Type 5) Alloy 3003-HT4 D. Stainless steel (SS) screws: Type 315 or 18-8 Alloy E. Aluminum screws: Alloy 2024-T4 or 7075-T73 F. Galvanized Stool Fasteners: coated in accordance with Specification Section 962, a. He. Heed Bolts: ASTM A 307 1. V diameter single bolt option, Grade 36 Z ,Pd' diameter four bolt option, Grade 55 b. Adhesive Anchors: ASTM F1554 Polly threaded rods. Grade 55 c. Hax Nuts: ASTM A563 d. Flat Washers: ASTM F436 e. Plate Washers: ASTM A36 or ASTH A706 Grade 36. 6. Shims: ASTM 5209 Alloy 6051 or 6063 H. Bearing Pads: Provide V' thiCR Plain. Fabric Reinforced or Fabric Laminated Bearing Pads meeting the requirements of Specification Section 962 for Ancillary Structures. 4. Fabricate pickets and vertical panel elements parallel to the Posts; except Type 2, 3 and 5 panel infills may be fabricated parallel to the longitudinal grade. Maintain a maximum clear opening of Srr for standard installations and 3V when a AT Sphere requirement Is indicated in the Data rabies. 5. Locate railing expansion Joints between the pasts on either side of the deck expansion Jdnt Maximum Spacing between expansion joints Is 35-P, 6. Field splices are similar to the Expansion Joint Detail and may be approved by the Engineer to radlirate handling; not the top rail must be continuous across a minimum of two pasts. 7. For intermediate and bottom horizanal rails, the screwed joints Shown may be substituted with alternate joints shown in detail "Kos for Post Type'N' 6 "Jr. S. Make careers and changes to tangential longitudinal algnment with a T bend radius or terminate adjoining sections with mitered and sections when handrails are not required. 9. For charges In tangential longitudinal alignment greater than 45. Position Posts a maximum of 7-0" each side of the corner but net at the career apex. 10. For curved longitudinal alignments, shop bend the top ant bottom rails and handrais to match the alignment radius. IL Handralls are required and must be continuous at landings for: A Grades Steeper than 5%, B. Three or more steps 12. Installation: Cutting of reinforcing steel is permitted for post Installed anchors. See Screw Slat Detail yew 1.E P °ay. 30 1.µ (Typ.) 5 q'lq. 2, 1 3" ROUND TOP CAP RAIL TOP CAP RAIL INNER ALTERNATIVE BOTTOM & POST TYPE "Cos SPLICE SLEEVE INTERMEDIATE RAIL SECTION SCREW SCOT SECTION ALTERNATE TOP RAIL SECTION FOR TYPE 3, 4 & S RAILINGS (Ass t2 DESCRIPTION: FY 2017-18 CROSS REFERENCES., Detail "A', Sheet 4 Detail "8r, Sheet 4 Detail 'K•, Sheet 3 1#^ OPTIONAL TOP PLATE EXTRUSION SECTION (POST TYPE "C") IAINDEX� REVISION a ALUMINUM PEDESTRNBYCYCLE RAILING N° v/Dlps � - DESIGN STANDARDS 862 SYMBOLS ® Work Area D Work Zone Sign 404 Advance Warning Arrow Board E Type IN gar/we En a ChanwOZlry Device (see Index No. 600) tl b Lane Identification + Direction of Traffic OAST 0 DESCRfPT10N: REVISION 071011 Q THIS SHEET ADDED QSKIMMER DETAIL REMOVED. WALL DETAILS RELOCATED TO THIS PAGE GENERAL NOTES 1. Work opafathmS shall be confined to either one lane, or lane combinations as folims: a. Outside travel lane; b. Outside auxiliary lane; F. Outside travel lane and adjoining auxiliary law, d. Inside travel lane b e. Inside auxiliary lane A; f, Inside travel /we and adjoining auxiliary lane tl A See Sheet 3 If the work area Is confined to an auxiliary lane the work area shall be barricaded and the RIGHT (LEFT) LANE CLOSED AHEAD signs replaced by ROAD WORK AHEAD signs, and the merge symbol signs eliminated. 2. When vehicles In a perking zone block the line of sight to TCZ signs, the signs shall be post mounted and located In accordance with Index Na 17302. 3. If the work space extends across a crosswalk, the crosswalk should be dosed using the information In Index No. 660. 4. Signs are required on the median side for divided highways. 5. The two channellzing devices directly In front and directly at the end of the work area may be omitted provided vehicles In the work area have Ingn-Intensity rotating, flashing, oscillating, or strobe lights operating. S. For general TCZ requirements and additional Information, refer to Index No. 500. At' Max. Radius R br Square Corner "R 3p• ' .P rN SCREW SLOT DETAIL DURATION NOTES 1. For work operations up to approximately 15 minutes, signs. chap athrbg devices, and crow board may be omitted If all or the following conditions are met: a. Speed limit Is 45 mph or less. b. No sight obstructions to vehicles approaching the work area for a distance equal to twice the taper length. C. Volume and complexity of the roadway has been considered. d. The closed lane Is ",voted by a class 5 or larger, medium duty truck(s) with a minimum gross weight vehicle rating (GWVR) of 26.01 M with h/o44ntenslty, rotating. flashing, Oscillating, "strobe lights mounted above the cab height and operating. 2. For work operations up to 60 minutes, the arrow board may be omitted If conditions a, b, and c In DURATION NOTE I are met, and vehicles In the work area have high-laeaslty, rotating, flashing, oscillating, or strobe lights operating. j FY 2017-18 MULTILANE, WORK NEAR INTERSECTION F'v DESIGN STANDARDS MEDIAN OR OUTSIDE LANE SHEET NO. 1of9 Cast -in -Place Concrete Cantilever Detention Pond Wall Freestanding Condition Wall Height 'A' 'B' C' 'D' 'E' 'F' 'G' 15' 15'-6" 2'-Dos 5'-0" 3'-6" 2'-0" 15'-0" 1'-6" 13' 13'-6" 1'-6. 4'-0" 3'-0' 2'-0" 13,-0" 1'-6" 11' 10'-10" 1'-6" 3'-6" 1'-6" 9' 9'-0" 1'-6" 2'-6" 1'-0" 1'-4" 9'-0" 1'-0" 7' 6'-8" 1'-6" 2'-0" 1'-0' 1'-4" 7'-0" 0'-8„ 5' 3'-8" 1'-0" 1'-8" 1'-0" 1'-0" 5'-0" 0'-8" WOII Height a 'b C' 'd' e' f' g 'h' k' I' m' #7 08 #5012 #408 #5012 #7 08 #708 #5012 #9 08 #7012 #5 08 #408 #7®12 15' 29" #7 0 10 #5 0 12 #4 0 10 #5 0 12 #7 0 10 #7 0 10 #5 0 12 #8 0 10 #7 0 12 #4 ® 10 #4 0 10 #7 012 13' 29" #6 0 10 #5 0 12 #4 0 10 #5 0 12 #6 0 10 #7 0 10 #5 0 12 #7 0 10 #7 0 12 #4 0 10 #4 D 10 #7 012 11' 25" #4 0 10 #5 0 12 #4 010 #4 D 12 #4 0 10 #6 0 10 #4 0 12 #6 0 10 #5 0 12 N/A #4 0 10 #5 012 9' 17" #4 0 10 #5 0 12 #4 0 10 #4 0 12 #4 0 10 #4 0 10 #4 0 10 #5 0 10 #4 ® 12 N/A N/A N/A 7' 17" #4 ® 12 #4 ® 12 #4 ® 12 #4 ® 12 N/A #4 ® 12 #4 ® 12 #4 ® 12 #4 11 12 N/A N/A N/A F5' Note 1 Note 2 Note 3 R e INDEX SHEET LAST NO. NO. REVISION 616 1 of 3 07101115 Note 1: Reinforcement at mid -thickness Note 2: Standard Hook at Heal Note 3: Standard Hook at Toe a a Work Area ROAD WORK AHEAD SPEEDING FINES DOUBLED WHEN WORKERS PRESENT D A C MEAD TO Device Table It END ROAD WORK �� WORK Erect STOP Sign where the existing stop bar Is mere thou AHEAD 30 from the taper line. Remove or Lover ex/sting STOP sign and reinstall when through lane reopened to traffic. RIGHT LANE CLOSED ON FAR SIDE OF MINOR SIDESTREET ROAD WORK AHEAD a Detention Wall - 1'- 3" COVI DISTANCE BETWEEN SIGNS speed Spacing (ft.) A I B C 40 mph or less 200 200 200 45 mph 350 1 350 350 • SO& beyond the ROAD WORK AHEAD sign or midway between signs whichever is less. Table I Device Spacing Max. DlMance Between Devices (ft.) Cows or Type I or Type II Speed (mph) Tubular Markers Barricades W Vertical Panels or Drums Toper I Tangent Taper Tangent 25 1 25 50 25 50 301.45T 25 50 30 50 Table 11 Taper Length - Merge (11' Lateral Transition) Speed (mph) L (n) Natec (Merge) 25 116 L ® W'S. 60 3O in 35 245 40 320 45 540 L-WS For lateral transitions other than IZ, use formula for L shown in the notes column. Where: L : Length of taper In Feet W m Width of lateral transition In feet 5 e Pasted speed limit (mph) SPEEDING FINES \/ WORK DOUBLED AHEAD WHEN WORKERS PRESENT RIGHT CANE CLOSED ON FAR SIDE OF INTERSECTION WITH SIGNIFICANT RIGHT TURNING MOVEMENTS I. The normal procedure Is to Close on the near side of the Intersection any lane that 2. F" Interseahm approaches reduced to a single lane, left turning movements may Is net carded through the Intersection. However, when this results In the closure of be prohibited to maintain capacity for through vehicular traffic. a right lane having significant right turning movements, then the right lane may a, restricted to right turns only as shown in this detail. FD FY 2017-18 MULTILANE, WORK NEAR INTERSECTION .�i�-� DESIGN STANDARDS MEDIAN OR OUTSIDE LANE I I THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY CIVIL CONSULTING ENGINEERS, INC. SHALL BE WITHOUT LIABILITY TO CIVIL CONSULTING ENGINEERS, INC. INDEX SHEET NO. NO. 616 2 of 3 0 0 0 m Freestanding Condition BUILDING PROTOTYPE: ROC60-2020 /7 REVISIONS: TIMOTHY W. STACKHOUSE LICENSE NO 81400 \\\��111111r11f1/yI ., �O.•'•-ICENSF'•.!Sr0No L . h, 10 10 STATE�O�Ig .'•��\ RL ENGINEER OF RECORD PROJECT NUMBER: PROJECT NAME: PROJECT ADDRESS: PROJECT ADDRESS: CLIENT: CLIENT ADDRESS: CLIENT ADDRESS: DATE: 8/16/17 DETAILS 5/31/18 27080-001-01 P.S.L-BURGER KING @ KITTERMAN 6598 U.S. HIGHWAY I PORT ST. LUCIE, FL 34952 VERDAD REAL ESTATE 1211 S. WHITE CHAPEL BLVD. SOUTHLAKE, TX 76092 DWG: PRJI FLORIDA CERTIFICATE OF AUTHORIZATION # 31971 122 CEDAR WOODS TRAIL (; CANTON, GA 30114 a 678-462-4072 CivilConwllingEngineevine.eom C19 LANDSCAPE COMPLIANCE SITE = 56,192 SF 10' PERIMETER LANDSCAPE STRIP: 1 Tree / 30 LF Hedge ® 24" HT. / 2' o.c. Adjacent parking NORTH: 337' / 30' = 11 Trees (complies)(drive nic.) Continuous Parking Hedge WEST: 119' / 30' = 04 Trees (complies) Continuous Parking Hedge EAST: 155' / 30'= 05 Trees (complies) Continuous Parking Hedge/Shrubs SOUTH: 303' / 30' = 11 Trees (complies)(drive nic.) Continuous Parking Hedge HARDEE: 170 / 30' = 6 Trees (complies) Continuous Parking Hedge 10' PARKING LANDSCAPE STRIP 1 Tree / 30 LF min., 14' HT. and continuous hedge, 24" ht., spaced 2' a.c. NORTH: Combines with Perimeter LS EAST: Combines with Perimeter LS SOUTH: Combines with Perimeter LS WEST: Combines with Perimeter LS EXISTING TREE MITIGATION: (2) NATIVE CABBAGE PALM TREES MITIGATED WITH SABAL PALMS AS INDICATED ON PLAN. (PLANTED WEST PORTION OF THE SITE) BUILDING PERIMETER LANDSCAPE 1 Tree / 30 LF + 1 shrub / 2 LF 274 LF Building Perimeter = 9 Trees, 137 Shrubs (Complies) 154.04 LAND MATERIAL STDS. Palms: 25% max. (complies with 12%) Flowering: 20% min. (complies with 20%) Native: 50% min. (complies with 75%) Parking Lot Islands: 75% Evergreen Shade (complies with 83%) VEHICULAR USE AREA 25,887 /18 =1,438 SF (REQUIRED INTERIOR L.S. AREA) 2,863 SF PROVIDED (complies) One tree per 180sf = 8 Trees (SHOWN AS 'VUA TREE' ON DRAWING) Manufactured 8y.. VILLA ROW BARRIER, INC. DUAL PURPOSE PANELS 9WItl6 wkh t3.v a hibiIw w"ede{ Mae End SPECIAICATIIINS al SELE.Ci' DESIRED SIZE MATE(WAL MGHtksARrD'11aC51::LF12. 1111sr TWAL EDRAPPLICA110N PD)ETeftt2 UTTHVR2A Wrt1DD VALUE' MAIFhENA11CONNU-MN. 6t9WR{9EVEI D UM V D 1mr 4 M D 65N % PSI D &M 1i 10 D 63B 195,IXq MI D nob UMM PS D 747 2M,400psi ,J D2% 1 Fr.. D ion I.S.tIN. D ZN0 t24 Fr: 01515 LB 11N.2. D 746 6E 271 F DY 643 iO3"F lie >' 1. PANrSiSAREAVAILMU W.MJ a.Rr5THICIUaRSS, 'roll Fi•e I•eW 6S4de57'1(951) 26142M • Pax Will MAS52 • U44i 0"182 • www..MetUAI • www.Val4vemtbaerurrAm ROOT BARRIER THE CONTRACTOR SHALL INSTALL A VILLA ROOT BARRIER OR APPROVED EQUAL FOR ANY TREE WITHIN 5' OF ANY SIDEWALK OR HARDSCAPE ELEMENT. THE ROOT BARRIER SHALL BE A MINIMUM OF 24" DEEP AND EXTEND A MINIMUM OF 20' IN EITHER DIRECTION FROM THE CENTER LINE OF THE TREE SET BETWEEN THE HARDSCAPE ELEMENT AND THE TRUNK OF THE TREE. THE CITY MAY REQUIRE A 36" DEEP ROOT BARRIER FOR LARGER SHADE TREES; THE CONTRACTOR SHALL COORDINATE DEPTH OF ROOT BARRIER WITH THE ON SITE INSPECTOR. TREE LIST 13 EAGLESTON HOLLY — ILEX x attenuata' Eagleston' 2.5" DBH, 12' HT. min. / 5' Crown Spread 02 SOUTHERN RED CEDAR — JUNIPERUS virginiona var. si ` 2.5" DBH, 12' HT. min. / 5' Crown Spread 2 SOUTHERN MAGNOLIA — MAGNOLIA grandifloro 2.5" DBH, 12' HT. min. / 5' Crown Spread 07 RED SUNSET MAPLE — ACER rubrum v. 'Red Sunset' 2.5" DBH 12' HT. min. / 5' Crown Spread 0 09 LIVE OAK — QUERCUS virginiona 2.5" DBH, 12' HT. min. / 5' Crown Spread CABBAGE PALM — SABAL palmetto 02 (A) 10' Min. Clear trunk height C 02 (6) 12'-14' Clear trunk height 03 (C) 16'-18' Clear trunk height 14 CRAPE MYRTLE STANDARD LAGERSTROEMIA indica Tuskegee, Natchez, or Muskogee' All of some variety 2.5" DBH, 12' HT. min. / 5' Crown Spread NOTES NO LANDSCAPING SHALL BE PLANTED IN A MANNER THAT WOULD ADVERSELY AFFECT UTILITY EASEMENTS. LANDSCAPING SHALL BE IN COMPLIANCE WITH CHAPTER 153 OF THE CITY OF PORT ST. LUCIE CODE OF ORDINANCES, PSLUSD TECHNICAL SPECIFICATIONS AND POLICIES. ALL LANDSCAPING WITHIN CITY UTILITY EASEMENTS SHALL COMPLY WITH PSLUSD TECHNICAL SPECIFICATIONS, POLICIES, AND CODES. ALL LANDSCAPING SHALL MEET THE LATEST PSLUSD LANDSCAPE POLICY AND SHALL NOT BE PLACED IN A MANNER THAT WOULD CREATE CONFLICTS WITH THE INTENDED OPERATION AND MAINTENANCE OF ANY EXISTING UTILITY. TREES SHALL NOT BE PLANTED WITHIN TEN (10) FEET OF ANY PSLUSD UNDERGROUND INFRASTRUCTURE. NO LANDSCAPING OTHER THAN SOD GRASSES SHALL BE LOCATED WITHIN 5' OF A PSLUSD APPURTENANCE SUCH AS A WATER METER ASSEMBLY, BACKFLOW DEVICE, FIRE HYDRANT, SANITARY SEWER CLEANOUT. 0/rISTHECLIENTORCONTRACTORSRESPONS/B/L/TYTO 0 CONrAcrur/LITYCOMPAN/ESPR/ORrOANY p CONSTRUCT/ONASrHELOCAr/ONOFUr/L/flESSHOWN ON rH/S PLATAREAPPROX/MATEANO POSSIBLY Know whats below. INCOMPLETE, r71EREFORECERT/F/CA77ONT0771E Call before OU dl , L OCA 77ON OFALL UNDERGROUND UTfLInESARE Y 9 W/THIIELO. 1507008E PONERONCANY TREES. TREES WILL BE INSPECTED PRIOR TO INSTALLATION MUST BE OF SUFFICIENT QUALITY SO THAT NO SUCH PRUNING WALL BE NECESSARY -3 GUY METHOD WITH 'ARBORTIE' REMOVE AFTER 1 YEAR -4" MULCH SAUCER REMOVE Ai1�-''ttR 1 YEAR -PLANT 2" HIGH REMO 1 333 1/2 BURLAP REMOVE /3 - 1/2 W1RE CAGE DISPOSE OFF SITE TAPER MULCH TO TRUNK DO NOT PLACE DIRECTLY AGAINST TRUNK. j ' g00ffl 8PfOR BALL. — I• `.' " — ROUGHEN SIDES OF HOLE TO ALLOWPENETRATION • STAKES PLANTING SOIL (SEE SPECS) UNDISTURBED SOIL 1/3 36" MIN. 1/3 BALL BALL DIA. DIA. GUYED TREE PLANTING NOT TO SCALE _ -7 �� o AHIA GRASS SOD FOR DISTURBED AREA IN COUNTY RO % r - 11.5 11.0-. 10.5 11.0 J � __J A- i I � � 1 / 1 NO'i 7'27"W ' 5.00' I I I I II I II � I II II I 1 It I � N097'27"W EE CIVIL \143.98' FOR 4 SIDEWALK DETAILS LLLJ LJ I�I I /Ih ( HEDGE, >Lij 3 SABAL PALMS, 'A', '8', 'C PLANTED AS MITIGATION ( /j FOR CABBAGE PALMS "��, nLLJ, � \ ti REMOVED —I ILL a IIIIpplf••.�YYYIII III i :RP TUAL EASEMENT O.R.\1831, PG. 305 PER Q.R., PG. 2121 R 6E� a/EN-0 — --R_ AS PER DEED BOOK 197, PG. 133, AND AS SOD ANY AREAS DISTURBED TY GARDNES UNRECORDED PLAT, DEED C 187, PG. 410 - DUE TO CONSTRUCTION - .-. - - _ _ - - — - �� (ON SITE OR ADJACENT THE SITE: 120 — - �� WITH BAHIA GRASS _-12.5 LANDSCAPEOD 15' _/PROVIDE 8'DIAMULCHED TREE CIRCLES. 14. IS STOPPER 2' O.C. 1� 1--•-• IMIAM1 ■I■I�I� ■ ■ ■ Lahr— r— - _ Wo •�e• .. -• . -.:, r , ._.,. ;. _,�,�,■ S 14 LIRIOPE�O \ \ \07 COCOPLUM 07 \ \ ALL L TO BE 12 0� HEDGE, 2' O.C. SABAL A......1 VUA SABAL B.....1 \ SABAL C.....2 . Won ..r�tta. j Val j 7■■ OR ■I IN ■■■■■n�■■n WIN .��''1`",l\:=:�e4N•>.►../•i9D2�7fio"��13�-�—.�� ,� �.,ij►�� ;\I�IIIIII��GII�`w�;��■�!Y■■ AMC_ �� 7� �\�„�:�F1:4 �'�,11�_mll.•i•Na��3r��siuArslF� 1 Ira h ._a•��.��"_ - i��a_' I1�irL��11r►Zs7i+E93L,:� � • S �e`e.�x.,,iiT,�� •�_ �+�� —�— •ssee ANY ROOT OR BRANCH PRUNING SHALL BE DONE ONLY BY A LICENSED ARBORIST AT CONTRACTORS EXPENSE. NO GRADE GRANGE IS TO OCCUR IN TREE SAVE AREA. NO TREE WELLS OR AERATION SYSTEM. DO NOT DISTURB ORIGINAL GRADE. DEAD TREES AND SCRUB GROWTH — SHALL BE CUT FLUSH WITH ADJACENT GRADE. NO GRUBBING ALLOWED UNDER DRIP LINE. ORANGE SAFETY FABRIC ON WOOD POSTS; 2"x4"x4' STANDARDS AND 1"x4" RAILS. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. NORTH: TREE PROTECTION FENCE SHALL BE PLACED AROUND RELOACTED NATIVE PLAMS AND MAINTAINED DURING THE COURSE OF CONST. _ -7 HOLLY 2 MAGNOLI \I 04 MAPLE SOD 15' LANDSCAPE STRIP PROVIDE 8' DIA, MULCHED TREE CIRCLES. 1 \ LOT LINES AS PER -WI GARDENS UNRECORDE DEED BOOK 187, PG. VUA TREE \ 1 18, SOD CURB TO J TOP OF SLOPE OR EDGE OF WALL, \ 4l OAK SEE CIVIL FOR o i., UVA TR. \ POND GRASSING h 01 HOLLY BUILDING PERIMETER TREE AK \ VUA TR. PROP. 30' \ \ ACCESS E, '1 ri---�---- I . I t /UUHUUX ....... 0 URIOPE........ 80 ri SOD ONLY EASEMENT SCALE: 0 20' 30' 40' SCALE: 1 "=20' PMATERIALS AREA; NO NCHING, wl ORAGE; Z cL of I SILT FENCE ALONGOUTER UPHILL EDGES SEE EROSION CONTROL PLAN NO TRENCHING/TUNNELING FOR UTILITIES IN TREE SAVE AREA REVISIONS: DATE # 10-27-17 11-22-17 01-04-18 02-06-18 03-07-18 03-20-18 03-23-18 08-17-18 OF F4 LO 0 W � In W, x F- U )0 ¢o on z U w� � N A a7 F� 1 too -PSLUSO hereby releases !hose construction Plans PSLUSO makes� Q no representations Oat the playas are accurate to does PSLUSD represent that the Ora mil meet the needs of the prated. The Engineer ai Record and utilily contractor are hereby notified that.any product or work that falls to meet the spectfications and policies of he PSLSUO as well as other appllrable agencies wilt not be accepted. PSLUSD Is not mporlslMa for addldonal project costs or time delay due to nabHtyotprcyectpatsomaltoatsaktre{airamens. REVIEWED- XX NO COMMENTS By: DSpriggs- REVIEWED- J SEE COMMENTS Dais: 8/21 /2018 ABANDO ED PORTION OF HARDE AVE R/W AS PER-O.R. 1,538, P&._1828 - Cn WSO'17'►427"E � � 5.00' r - r- r- Q EI I I I ' HT. MIN. N E-.t WAX MYRTLE I FFF----111 F�-1 HEDGE #25 I SO"17'27"E I� 143.85' i I i i � r � LOT 16 i VACANT LOT P.I.D. 3415- 502- QQDT6-000- 9 OWNER: 1368,HfJJFFMAN LLC ZONED: CG °°------ (TREE) LANDSCAPE PLAN PROP: 30` PSLi1SB — — — — _ J� unuT� EASEIfiENi _ — _ / CONTRRUCR STTfON EASEMENT ' SCALE: AS SHOWN 20`/ DRMN ANENT T DATE: 07/06/17 / `� , -- PROJECT: 17040 �— SHEET 01 11 L —se945'43•w 173.34' 21 SHEET 1 OF 2 GENERAL CONTRACT NOTES WETLANDS FLOOD PLANES, STREAMS, DRAINAGE AREAS, ASSOCIATED BUFFERS: THIS PROJECT IS ADJACENT TO A DRAINAGE EASEMENT . THE CONTRACTOR SHALL IN NO MANNER DISTURB THIS AREA NO DIRECT ANY SILTED DRAINAGE TO THIS AREA. REFER TO THE CIVIL DRAWINGS FOR ALL SILT FENCING AND PROTECTION OF THIS AREA. LIMITS TO WORK: THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE WHETHER THE CONSTRUCTION WAS PERFORMED WITHIN THE LANDSCAPE AREA DEPICTED ON THIS DRAWING. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO TURN OVER IN A 'FINISHED CONDITION' ALL THE DISTURBED AREA EVEN IF IT IS LARGER THAN THE LANDSCAPED AREA SHOWN ON THE DRAWINGS. AT A MINIMUM THE DISTURBED AREA ASSOCIATED WITH THIS CONSTRUCTION SHALL BE SODDED AND LEFT IN A 'FINISHED CONDITION'. PERMITS: THE LANDSCAPE CONTRACTOR SHALL WORK FROM A STAMPED SET OF PERMIT PLANS. DO NOT WORK FROM ANY PLANS THAT DO NOT HAVE THE PERMIT STAMP BY THE MUNICIPALITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY RE -WORK ASSOCIATED WITH WORKING ON NON -STAMPED/ APPROVED PLANS, VERIFY WITH THE REVIEWING MUNICIPALITY WHETHER AN ADDITIONAL PERMIT IS REQUIRED FOR ANY IRRIGATION WORK WHICH IS NOT INCLUDED ON THESE PLANS. MOST CURRENT PLANS: THESE PLANS MAY NOT BE THE MOST CURRENT DRAWINGS AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE GENERAL CONTRACTOR TO VERIFY/INSURE THAT THESE PLANS ARE THE MOST CURRENT. SITE OBSERVATION/DRAWING DISCREPANCIES: THE OWNER MAY OR MAY NOT HAVE CONTRACTED WITH FRAWLEY ASSOCIATES LLC TO OBSERVE CONTRACTOR COMPLIANCE WITH THE CONTRACT DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADHERE TO THE DRAWINGS AND SPECIFICATIONS. SUBSTITUTIONS: NO TREE SPECIES OR SIZE SUBSTITUTIONS WILL BE CONSIDERED UNLESS A SUBSTITUTION HAS BEEN SUBMITTED IN WRITING TO THE MUNICIPALITY AND APPROVED BY THE MUNICIPALITY. FAILURE TO COMPLY IN THIS REGARD MAY RESULT IN THE REPLACEMENT OF ALREADY INSTALLED PLANT MATERIAL AND IN A DELAY IN RECEIVING THE CERTIFICATE OF OCCUPANCY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COPY THE LANDSCAPE ARCHITECT ON ANY CHANGES APPROVED BY THE MUNICIPALITY. MUNICIPAL COMPLIANCE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE MUNICIPALITY HAVING JURISDICTION THAT THE INSTALLED LANDSCAPE/IRRIGATION IS IN COMPLIANCE WITH PERMITTED DRAWINGS. THE CONTRACTOR SHALL COORDINATE WITH THE MUNICIPAL SITE INSPECTOR/ARBORIST/PLANNER ON ALL ASPECTS OF THE INSTALLATION. THE LANDSCAPE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION, MEANS, METHODS, TECHNIQUES, OR PROCEDURES UTILIZED BY ANY CONTRACTOR, NOR FOR THE SAFETY OF PUBLIC OR ANY CONTRACTORS EMPLOYEES, OR FOR THE FAILURE OF ANY CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT THE CONTRACTOR'S WORK SITE IS KEPT IN A SAFE CONDITION FOR WORKERS AND THE PUBLIC DURING THE COURSE OF THE CONSTRUCTION AND LEAVE THE SITE IN A SAFE CONDITION AT THE END OF EACH WORK DAY. NO DISCREPANCY III IN CONSTRUCTION DRAWINGS OR SPECIFICATIONS SHALL CAUSE DEFECTIVE OR INAPPROPRIATE MATERIALS TO BE USED OR POOR WORKMANSHIP TO BE ALLOWED/ACCEPTED. (FA) SHALL NOT BE LIABLE FOR SAFETY ISSUES RELATIVE TO TREE PLANTINGS REQUIRED BY ANY MUNICIPALITY TO BE WITHIN THE ROW. I CALL BEFORE YOU DIG-811-U7ILITY LOCATION: IT IS THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL UTILITIES LOCATED PRIOR TO ANY DIGGING. PRIOR TO CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE UTILITIES PROTECTION CENTER IN FLORIDA 0 811, 72 HOURS BEFORE DIGGING, (EXCLUDING HOLIDAYS AND WEEKENDS) AS SPECIFIED IN THE 'CALL -BEFORE -YOU -DIG' LAW. THE CONTRACTOR SHALL NOTIFY THE MUNICIPALITY AND LANDSCAPE ARCHITECT IN WRITING, IF IT BECOMES APPARENT DURING THE INSTALLATION THAT OVERHEAD WIRES WILL INTERFERE WITH THE GROWTH OF TREES OVER TIME. FAILURE TO NOTIFY PRIOR TO INSTALLATION MAY REQUIRE RELOCATION AT NO ADDITIONAL COST TO THE OWNER. - COORDINATION: THE CONTRACTOR SHALL COORDINATE AND SEQUENCE HIS WORK WITH THAT OF OTHER SITE CONTRACTORS. SIGHT DISTANCES: PROPER SIGHT DISTANCES SHALL BE MAINTAINED FOR ALL INSTALLED PLANT MATERIAL. THE \\ CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF ANY INSTALLED PLANT MATERIAL INTERFERES WITH \ ANY PARKING SPACE OR DRIVE SITE DISTANCE VISIBILITY. a CLEANING: THE CONTRACTOR SHALL BE RESPONSIBLE TO CLEAN AND REMOVE/DISPOSE, IN A LEGAL MANNER, V FROM THE SITE ALL DEBRIS THAT IS A PART OF THE CONTRACTOR'S OPERATION. OTHER MATERIALS: THE CONTRACTOR SHALL SUPPLY, AS A PART OF THIS CONTRACT, ALL MATERIALS NECESSARY FOR THE COMPLETE INSTALLATION OF THE LANDSCAPE AS SHOWN ON THE DRAWINGS. THE OWNER SHALL SUPPLY THE WATER NECESSARY FOR THE LANDSCAPE INSTALLATION. THE CONTRACTOR SHALL 'IMMEDIATELY BRING TO THE ATTENTION OF THE OWNER, IN WRITING AND BEFORE INSTALLATION- ANY CONDITIONS WHICH MAY ADVERSELY EFFECT THE PLANTING OR THE PROPER GROWTH OF VEGETATION. ; FINE GRADING: THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO FINE GRADE THE SITE. THE LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO ACCEPT THE GRADING CONDITION. EACH LANDSCAPE ISLAND SHALL BE EXCAVATED TO 2'-0" AND ALL UNACCEPTABLE SOIL AND OR - CONSTRUCTION DEBRIS REMOVED AND REPLACED WITH PLANTING SOIL. \ PLANT QUALITY/CRITERIA: ALL PLANT MATERIAL SHALL BE FLORIDA #1 OR BETTER. ALL TREES SHALL BE OF GOOD QUALITY, FREE OF DISEASE, STRAIGHT TRUNKED, FULL HEADED, SYMMETRICAL AND WELL ROOTED. ALL TREES/SHRUBS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED WITH SIZES AS INDICATED ON THE PLANT LIST OR ON THE DRAWINGS. ALL PLANTS SHALL BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND 1 DISEASES. ALL ROOTBALLS, CONTAINERS & HEIGHT TO WIDTH RATIOS SHALL CONFORM TO THE SIZE STANDARDS SET FORTH IN 'AMERICAN STANDARDS FOR NURSERY STOCK' AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. THE CONTRACTOR SHALL ARRANGE AND COORDINATE PLANT APPROVAL 'PRIOR TO INSTALLATION'. I THE OWNER/OWNER'S REPRESENTATIVE MAY AT ANY POINT BEFORE, DURING OR AFTER THE INSTALLATION BUT PRIOR TO FINAL ACCEPTANCE REJECT PLANT MATERIAL OR INSTALLATION WHICH DOES NOT COMPLY WITH THE \ SPECIFICATIONS OF THIS DRAWING. ALL PLANT MATERIAL SHALL BE NUMBER ONE OR BETTER. PLANTING CONDITIONS: IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE GENERAL R RA ED SITE CONDITIONS. PLANT MATERIAL SHALL NOT BE INSTALLED IN CONTRALTO AND ACCEPT PLANTING G D I AREAS WHICH HAVE NOT BEEN BROUGHT TO FINISHED GRADE OR IN AREAS WHERE BUILDING MATERIALS HAVE BEEN BURIED OR NOT PROPERLY REMOVED FROM THE SITE. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE TO 'FINE GRADE' THE SITE. THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY SITE CONDITIONS WHICH WILL ADVERSELY EFFECT THE GROWTH OF THE PLAN MATERIAL. MULCH SHALL BE SHREDDED PINE BARK MULCH. ALL PLANTED AREAS SHALL BE MULCHED WITH 3" FRESH MULCH CURRENT CROP 'SETTLED', TREES IN SOD SHALL BE MULCHED WITH A 6' DIAMETER CIRCLE OF MULCH TO A DEPTH OF 4" SETTLED. TOPSOIL: 2" OF NEW OR STOCKPILED TOPSOIL SHALL BE ADDED TO ALL AREAS TO BE SEEDED OR PLANTED �\ PSOI SHALL BE ADDED TO TREE AND SHRUB PLANTINGS IN A RATIO OF WITH ANNUALS GROUND COVER TOPSOIL �\ TOPSOIL TO j SITE SOIL. TOPSOIL SHALL BE NATURAL, FRIABLE, FERTILE, FINE LOAMY SOIL. MAINTENANCE DURING CONSTRUCTION: IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THE LANDSCAPE \ INSTALLATION INCLUDING WATERING, MOWING, PRUNING, WEEDING, MAINTAINING BED EDGES, PEST CONTROL AND \ SLOPE STABILIZATION UNTIL 'FINAL ACCEPTANCE' BY THE OWNER/OWNER'S REPRESENTATIVE. \ \ SODDING: SOD ALL DISTURBED AREAS ON PROPERTY AND ADJACENT TO THE PROPERTY THAT HAVE BEEN DISTURBED DUE TO CONSTRUCTION. THE SPECIES OF SOD SHALL BE BAHIAGRASS GRASS AND AS SUITABLE FOR THE GEOGRAPHIC LOCALITY. SOD SHALL ONLY BE INSTALLED DURING THE APPROPRIATE SEASON, SOD SHALL BE STRONGLY ROOTED, WEED, DISEASE AND PEST FREE AND UNIFORM IN THICKNESS. IT SHALL BE INSTALLED WITHIN 24 HOURS OF DELIVERY. IT SHALL BE INSTALLED IN AREAS FINE GRADED TO DRAIN PROPERLY. ANY SOD WHICH CREATES PONDING SHALL BE REMOVED, THE AREA RE -GRADED AND THE SOD RESET. PLANT GUARANTEE: ALL PLANT MATERIAL SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS BEGINNING AT FINAL ACCEPTANCE. THE CONTRACTOR SHALL REPLACE ANY PLANT MATERIAL WHICH DIES OR IS IN A DETERIORATING CONDITION DURING THE GUARANTEE PERIOD AND HAS BEEN PROPERLY MAINTAINED, (WHICH INCLUDES PROPER WATERING). UNHEALTHY TREES WILL BE DEFINED AS A MAIN LEADER DIE BACK OR 25% OF THE CROWN IS DEAD. UNHEALTHY SHRUBS AND GROUND COVER WILL BE DEFINED AS A MINIMUM OF NOT COMPLYING WITH SPECIFICATIONS IN THE 'AMERICAN STANDARD FOR NURSERY STOCK'. IRRIGATION: THE CONTRACTOR SHALL SUBMIT A PRICE TO DESIGN AND INSTALL A FULLY AUTOMATIC IRRIGATION SYSTEM WITH 100% COVERAGE FOR THIS LANDSCAPE INSTALLATION. THE SYSTEM SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES FOR THE CITY OF PORT ST. LUCIE. THE SYSTEM SHALL BE ACCEPTABLE TO FLORIDA FRIENDLY OR XERISCAPE PRACTICES AND APPROVED BY THE SITE PLANREVIEW COMMITTEE. THE LANDSCAPE CONTRACTOR SHALL SPECIFY THE TYPE OF CONTROL SYSTEM, THE INCLUSION OF AS -BUILT DRAWINGS, THE TYPES & SIZES OF PIPES AND FITTINGS, BACKFLOW PREVENTION DEVICE, PRESSURE REDUCING VALVES, SLEEVES AND LOCATIONS, CONTROL WIRE, IRRIGATION VALVES, VALVE BOXES, RAIN SENSOR, ZONING, DRIP EMITTER LOCATIONS AND THRUST BLOCKS. THE SYSTEM SHALL IRRIGATE THE ENTIRE SITE IN ONE 10 (TEN) WINDOW WITH A PEAK DAILY IRRIGATION DEMAND I OF .3 INCHES OF WATER TO EACH ZONE. THE SYSTEM SHALL MEET OR EXCEED REQUIREMENTS AS BEST DESIGN AND/OR MANAGEMENT PRACTICES BY THE — — - FLORIDA IRRIGATION SOCIETY (FIS), AMERICAN SOCIETY OF IRRIGATION CONSULTANTS (ASIC), AND THE IRRIGATION ASSOCIATION (IA) THE LANDSCAPE CONTRACTOR SHALL PAY FOR ALL PERMITS AND FEES. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. THE LANDSCAPE CONTRACTOR SHALL PROVIDE A CERTIFICATE OF WARRANTY, REGISTRATION AND WRITTEN GUARANTEE FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL ASPECTS OF ANY IRRIGATION SYSTEM; FRAWLEY ASSOCIATES LLC, HAS NOT, IN ANY MANNER, PARTICIPATED IN THE DESIGN AND OR 4INSTALLA11ON OF ANY IRRIGATION SYSTEM. IF A SEPARATE IRRIGATION METER IS REQUIRED BY THE MUNICIPALITY IT SHALL BE INSTALLED TO ALL CODES AND ORDINANCES. SHRUBS 22 i WAX MYRTLE MYRICA cerifera 48" HT, MIN. 230 SIMPSONS STOPPER MYRCIANTHES fragrans 3 GAL., 24" HT. 33 PLUMBAGO PLUMBAGO ouriculata 3 GAL., 24" HT. 08 SAW PALMETTO SERENOA repans 3 GAL., 24" HT. 42 COCOPLUM CHRYSOBALANUS icaco 3 GAL., 24" HT. 44 WHEELERS DWF. PITT. PITT. tobira wheeleri 3 GAL., 24" HT. 25 SAND CORD GRASS SPARTINA bakeri 3 GAL., 24" HT. 54 BLUE AGAPANTHUS AGAPANTHUS African 1 GAL. 247 EVERGREEN GIANT LIRIOPE LIRIOPE muscari 'Ev. Giant' PINT AS PER CITY CODE ALL SHRUBS MUST BE A MINIMUM OF 24" HT. AT TIME OF PLANTING; UP —SIZE CONTAINER IF REQUIRED. � o II I I N01' I I ll I I I I l � I iI I I I I N01 EE CML FOR I SIDEWALK ji✓ I HEDGE, 2' O.C. 3 SABAL PALMS, 'A', 'B', 'C` PLANTED AS MITIGATION FOR CABBAGE PALMS REMOVED 111a 1 t 14 LIRIOl- \ \107 COCOPLUM 07 ALL L TO BE NORTH: 0/T/STHECL/ENTORCONTRACTORSRESPONS/B/L/TYTO CONTAcrimuTYCOMPAmES PRIOR TOANY p CONSTRUCn0NASTHELOCAT/ONOFUT/L177ESSHOWN ON TH/S PLATAREAPPROWMATEAND POSSIBLY Know what's below. INCOMPLETE. m-=REFORECERT/F/CAT/ONTOTHE Call before OU dig. LOCATION OFALL UNDERGROUND UTILITIES ARE Y 9 mrhil ELO. NOTES NO LANDSCAPING SHALL BE PLANTED IN A MANNER THAT WOULD ADVERSELY AFFECT UTILITY EASEMENTS. LANDSCAPING SHALL BE IN COMPLIANCE WITH CHAPTER 153 OF THE CITY OF PORT ST. LUCIE CODE OF ORDINANCES, PSLUSD TECHNICAL SPECIFICATIONS AND POLICIES. ALL LANDSCAPING WITHIN CITY UTILITY EASEMENTS SHALL COMPLY WITH PSLUSD TECHNICAL SPECIFICATIONS, POLICIES, AND CODES. ALL LANDSCAPING SHALL MEET THE LATEST PSLUSD LANDSCAPE POLICY AND SHALL NOT BE PLACED IN A MANNER THAT WOULD CREATE CONFLICTS WITH THE INTENDED OPERATION AND MAINTENANCE OF ANY EXISTING UTILITY. TREES SHALL NOT BE PLANTED WITHIN TEN (10) FEET OF ANY PSLUSD UNDERGROUND INFRASTRUCTURE. NO LANDSCAPING OTHER THAN SOD GRASSES SHALL BE LOCATED WITHIN 5' OF A PSLUSD APPURTENANCE SUCH AS A WATER METER ASSEMBLY, BACKFLOW DEVICE, FIRE HYDRANT, SANITARY SEWER CLEANOUT. PLANTING BED, MULCH, 3" MIN, DEPTH EXISTING SOIL 4"— 5" SHOVEL CUT BED EDGE NOT TO SCALE \--�._____--------- \� — —7 s AHIA GRASS SOD FOR DISTURBED AREA IN COUNTY RO 10.5 10.0 F 11.0 11.0 f AS PER DEED BOOK 197, PG. 133, AND AS T� ITY GARDNES UNRECORDED PLAT, DEED 187, PG. 410 • O ;�tiRsyq • IS STOPPER 2' O.C. 4. PROPOSED BUILDING SHRUBS QUICK SERVICE Saw Palmett...... 8 RESTAURANT Pitt.Dwarf.......... 38 ROTOTYPE: ROC60-2020 Plumbago.......... 33 2,967 SF Cocoplum..........25 BLDG HT: 20'-7" S.Stopper..........08 27 PARKING SPACES Sand Cord .......12 FIFE15,00' Liriop e...............100 10.9' r 1 A2 HOLLYI , nTr' SIMPSONS STOPPER )GE. 2' O.C.. 0l� SOD ANY AREAS DISTURBED — — DUE TO CONSTRUCTION (ON SITE OR ADJACENT THE SITE) WITH BAHIA GRASS OD 15' LANDSCAPE STRIP //SOD 8' DIA. MULCHED TREE\\ / CIRCLES. SCALE: 0 20' 30' 40' SCALE: 1 "=20' PLANTING SOIL r,��.. • BACKFILL 3" MULCH ROOTBALL—(LOOSEN TOP 1/3 BURLAP) _ a 'o AMENDED BACKFILL EXISTING SOIL SHRUB U PLANTING LA N T� N G OLE r" CITY OF PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT r \9 0\ HOLLYN 2 MAGNOL 1 • �Ii� 04 Ill SOD 15' LANDSCAPE STRIP PROVIDE 8' DIA. MULCHED TREE JRi" 1 (-1 % i.'r �A\� ' \ \ ,,ppy�, i III • LOT LINES AS PER,--W 'A ,GARDENS I q.1� .A y UNRECORDI /1 Kill hk_ Foil �q � DEED 7� :� III i e?,v[,'•;,' 4', ip•,�� • - • , � 11�� rA!%N m 1. • • f't 1 I ,>•>; i P,, a1 ! IlI / �_ 'I:I FM 1 I I I �' 9 — YRTLE UA TR. \w • • ICI u 1 • I► � �r"►i` �� . III i �• s a° ir �) � i' 1*YC• .any •- :• ►IL „.. .. ., r csrx x.r,*7 rv-:7T+7�'+36si''.'::,,- � '�ri•�;+% �.. s , "i -., -. {rc,gAy�yL�;,.,W'.V olRavrn,n,�x $':Y"2'.1"lE3L•.7!!Y, � v 1�=Y'.w�lr r�trtec:�•a•.ew,vnws:.G'.cr�w�v.v,a: e:�.Q.ew �t3rS.'ds3.,Zi$'!d*5,313i3i3',�ci`1Sr,.�•_I�._o .. ...�...x�t;_�.!!.4t,�5 .�- - _ :r..• �•�y�y — � ,��7.•.+.r._�.. ..,.� .�.Unn►�ssESleo��ifc�i .�.�"`��-��,.w�.;��'!`�cl�;l�,. li .'�'v�_ -IiA �I,_ '.7►,; _ �_ I1��_w�xS:t774�r_e�ir�"�•-%+.-��■�■� i -� �1�`�1�7��' ,j��si�. �_ .a �.. l` � _._l��, :�?�i�or 'I i'�<�-�1�11■�"iY�'y..� w��.�� 1 `-�r�7�—��.'�'�--'r up�jp.: t.�t•G� � 1 �: o j,•1� �y��;�1`�.yL��N3111� #iai•.V:I�� -.\ s�-�'��rr��/'��IINw ��r- .g✓w %fit I a4' -�� f�IflXr'1:+�1�\��=�7.i.9iN111?;c1�.L•�! • �irr�,.,p,.�[Gi�. ` � � --- - - — .r► Ph �� : • -.210 CONSTRUCTION i 1 PjDSTED-SPEED LIMIT: 30 MPH 11... Jt111 �. ROAD 101 ONL' REVISION: DATE 10-27-17 11-22-17 01-04-18 U4—UO-10 03-07-18 03-20-18 03-23-18 08-17-18 OO—F—FO \� 844 O ARON\i PSLUSD hereby releases tlnse. constnu#ion plans PSLUSD makes no representations that the plans are accurate nor dues PSLUSD represent chat the pbarw wig meet the needs of the prill The Engineer of Record and uii4ily contractor are hereby notified that any prtxkaet or work do l tads to meet pie spamboagons and poldies ofthe C PSLSUD aswell as other applicable agencies w0 not be accepted PSLUSD is not responsible lot addrtlonal project costs or time ddaya due to the inability of project personnel to mar said nequtrettrs•nts_ REVIEWED- U I� NO COMMENTS By: DSprigus REVIEWED• rT '� � � 'a SEE COMMENTS Do* 8/21 /2018 h� LL C Z w v V ABANDO ED PORTION OF 'r HARD AVE R/W w cc AS PER -0. R. 1838, P6 1828 \\_S017'27"E 5.00' I I I I I HT. MIN.WAX I t HEDGE #25MYRTLE i 1 S017'27"E �✓ 143.65' J I i i I � I /J I i / ODi o LOT 16 VACANT LOT P.I.D. 3415 502—OOY6 000 9 O OWNER: 1368,FI�IFFMAN LLC iFF�yyyylll ,TONED: CG / PRE 3V PSLUSD — -- rrASEtaE 6---1 unuTY NT---- % CONSTRUAe CRTtO EASEMENT <� 20' RMANENT DRMN A �q 4'_ 21 SHRUB) LANDSCAI�1 9'4543"_173.34' 77 SCALE: AS SHOW X '.in - DATE: 07/01 i i PROJECT: 17( -0 ®� SHEET L-2 SHEET 2 0 SCHEDULE B—II EXCEPTIONS: SURVEYOR'S NOTES: Items pertaining to land survey listed below are numbered as per Commitment For Title Insurance by Fidelity National Title Insurance Company, Revision No.2, effective 08/25/2017, 07:45 A.M.) 1. BEARINGS SHOWN ARE REFERENCED TO NORTH LINE OF THE S.E. 1/4 SECTION 15-36-40, BEARING N89°45'43"E, AS PER N SURVEYOR'S NOTES ARE SHOWN IN ALL CAPITAL LETTERS F.D.O.T. R/W MAP FOR SECTION NO. 94010-2500. CERTIFIED TO: z 2. ALL ELEVATIONS ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD1988) VERDAD REAL ESTATE, INC. Li S. Easements and matters set forth including restrictions, (...etc.) as shown on the map or plat of WHITE 3. ALL MEASUREMENTS ARE IN ACCORDANCE WITH THE UNITED STATES STANDARD, IN FEET. SEVEN REAL ESTATE HOLDINGS, LLC < I CITY GARDENS, as recorded in deed book 187, page 408-410 4. ONLY ABOVE GROUND IMPROVEMENTS LOCATED BY THIS FIRM. ANY UNDERGROUND UTILITIES SHOWN HEREON WERE LOCATED FIDELITY NATIONAL TITLE INSURANCE COMPANY o r O I AFFECT PROPERTY AS SHOWN; NO EASEMENTS SHOWN ON PLAT OF WHITE CITY GARDENS BY OTHERS. BEFORE DIGGING, CALL 811 VERTICAL CONSTRUCTION MANAGEMENT N 5. THERE IS NO OBSERVED PHYSICAL EVIDENCE OF LAND USE INDICATING A CEMETERY, WASTE DUMP, OR LANDFILL ON Li 9. Easement in favor of F.P.&L. recorded in Deed Book 73, Page 226 PREMISES AT THE TIME OF THIS SURVEY. AFFECTS PROPERTY IN GENERAL; NOTHING TO PLOT. 6. NO TITLE SEARCH WAS PERFORMED BY THIS FIRM, LEGAL DESCRIPTION PROVIDED BY CLIENT AND/OR CLIENT'S AGENT(S) 7. HORIZONTAL ACCURACY OF SURVEY CONTROL FOR THIS SURVEY EXCEEDS THE REQUIREMENTS FOR HIGH RISK COMMERCIAL w z I 10. Matters contained in City of Port St. Lucie Utility Systems Department Commercial Service AS PER FLORIDA RULE 5J-17 �w Z I Agreement/Permit to Connect, as per O.R. 1233, PG. 2307 8. ALL ELEVATIONS SHOWN ARE REFERENCED TO ST. LUCIE COUNTY BENCHMARK "ANDY," ELEVATION 11.505 FEET, NAVD88. a0-0— AFFECTS PROPERTY IN GENERAL; NOTHING TO PLOT. 9. UNRECORDED EASEMENTS SHOWN WERE SUPPLIED BY CLIENT, DATED 07/30/1999 FOR BENEFIT OF CITY OF PORT ST. LUCIE W C) 10. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED LU } Q In 30 11. Easements established in Stipulated Order of Taking as per O.R. 1831, PG. 305 WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES =z W Q 0 AFFECTS PROPERTY AS SHOWN. 11. LAST DATE OF FIELDWORK FOR BOUNDARY SURVEY: 06/08/2017 Vi a 1 112. Terms, conditions, and matters in Final Judgement as per O.R. 2569, PG. 2121 z� ; AFFECTS PROPERTY AS SHOWN. ALSO, ROOF OVERHANG DOES NOT ENCROACH INTO KITTERMAN ROAD R/W. 10 �� I I a z o la w = w I� LOT 10 LOT 22 LOT 21 LOT 20 II II I I 20.00' 22.00' ao N I pl J vi �� 0 Q z I 0 z0 0 z vig N� X N 0 =3 x0 1 M zW �0_ + v I O F- I xoCr � LZ 3 (n 3 0 z 3. w N 0 1.- N O vwi z o Lz O I (3 I z Li z Q) x vwi I %m 0_ / w / z w 0 _ UJ N89'4 ` z SET #5 REBAR L.B. 8186 WOOD P.P. 1.0'W 78.00' J a w 0 Z 0 v w 0 O N Q _ Lj V / E 100.00' j SET #5 REBAR L.B. 8186 PAINT STRIPING I ^ (TYPICAL) OR LO 22.00' N89'42'33"E 100.00' -- -- -- -- -- --\�R/WLINE - -- -_ -- FND. 1"I.P. ----FND. 1"I.P. -- L.B. 4942 L.B. 4942 HARDEE AVENUE (UNPAVED_.,. —5Q' RI—W�_ AS PER DEED BOOK 197, PG. 133, AND AS PER MIXED GRAVEL/ASPHALT WHITE CITY GARDENS UNRECORDED PLAT, DEED BOOK 187, PG. 410 � R/W LINE — ACCESS ROAD (WIDTH VARIES) — — N89047'18"E(C) 412.00'W — — — — —' — N V1 O C N \ O 0 `o METAL BILLBOARD SIGNPOST WOOD STORAGE 70.00' 70.00' 70.00' 6.0' � — — _ 202.00 ON CONCRETE \ m 31 M 8 PARKING SPACES (UNPAVED) 0)�' CONIC. WALK CON DUMPS7ER PAD v�39.3 'I 15 PARKING SPACES, 1 H/C I w I COVE HEAD BILLBOARD o - 26._ A/C 141 7' I J CU z oin O mo �I LOT 11 N 01f6' PERPETUAL EASEMENT AS PER O.R. 1831, PG. 305 CONCRETE PARKING AREA AND AS PER O.R. 2569, PG. 2121 1F I -M II,[, ME P.O.B. R/W PARCEL N.W. CORNER OF THE S.E. 1/4 SEC. 15-36-40 tr. I PHALT I ✓ARIES)� LOT LINES AS PER WHITE CITY GARDENS UNRECORDED PLAT DEIfD BOOK 187, PG. 410 I LpT 15 20' X 40' LkNRECORDED IN WOO SHED UTILIT EASEMENT CONCRETE COVERED ENTRY °� \ CURB ISLAND �CONCRE7E PARKING ARE/�� n \ OVERHEAD s LOT 12 R/W LINE OF KITTERMAN ROAD POWERLINES (TYPICAL) ; AS PER O.R. 1831, PG. 305, AND O.R. 2569, PG. 2121 WALL LINE 0.7' N., \ °3 8 PARKING SPACES ROOF OVERHANG 0.1' N. CONIC. P.P. C. P.P. POWERLINE 4 PARKING SPACES OF R/W LINE S6+ EL.=31' 2.6'N, 1.7'E Co1.4' N. P.P. 0.6' N. 50.3' 3 •�,' oM—oM—oM—oM— OM— oAM—oM oM—oM—oM o —o — —o — B.o.c. S89'45'43"W 198.95 0 °M oM 7CO:tIrl °M�°M POWERLINE EL.=30 #5 REBAR 2' VALLEYCURB E.O.P. J S89°45'43"W 412.00'(L) 412.01'(C) . NAIL & D L.B. 8186 (TYPICAL) R/W LINE AS PER UNRECORDED PLAT N P.C.P. P.LS.38 —�� DIRECTION OF TRAVEL% _ 489.99'(C) — — S 6 ,61' ASIS 17 R GS) CONCRETE CURB ISLAND DIRECTION OF TRAVEL--- KITTERMAN ROAD (PAVED, R/W VARIES) E.O.P.- SIGN CONCRETE CURB ISLAND CONCRETE CURB ISLAND 10 PARKING SPACES, 1 H/C 71.9' ONE STORY C.B.S. AND WOOD FRAME RESTAURANT 6,918 S.F. s.1 F.F.E. 11.02' NAVD88 (— f METAL SHED ON BLOCKS MIXED GRAVEL AND A ACCESS ROAD (WIDTH 6' CHAIN LINK FENCE 240' rCONC. (TYP.) 13.5' _ LOT 13 0A/C Ej \\ oEl PLANTER 0.7' C.B.S. N 10 PARKING SPACES, 1 H/C WINGWALL z LOT 14 HOT XAh TER HEATER 18' X 40' UNRECORDED C � ACC SS EASEM0' ENT I FPROPANE TANK \ 11-8.0'� 20..0' R/W LINE OF KITTERMAN ROAD 1 AS PER O.R. 1831, PG. 305 rPOWERLINE I EL.128' I I \ 173.70' E AGE S.E\1 /4 PAINT STRIPING S. R/W LINE AS PER .O.T. R/W MAP FOR SECTION N0. 94010- 500 CONC. APRON 0 rM ABANDONED PORTION OF HARDEE AVE R/W AS PER O.R. 1838, PG. 121 70.00' SET #5 REBAR L.B. 8186 z OR to LOT 16 w r VACANT LOT N P.I.D. 3415-502-0016-000-9 h OWNER: 1368 HUFFMAN LLC r 0 O N LIFT STATION LID=10.48' _-,ELEC. PANEL _,—LIFT STATION BOX LID=10.32' ABANDONED SITE ENTRANCE C.B.S. RETAINING WALLS NO CROSSING PIPES FOUND LOT 17 —oM—oM—o oyA�OM—oM—oM_—oM—E.IA—oM—_oM_ oM—oM—oM—oM— �R/W LINE /-B.O.c. 2154.62'(M) E.O.P. FND. #5 REBAR, P.L.S. 4942 v \ LEANING. REPLACED WITH N.E. CORNER OF THE S.E. 1/4 #5 REBAR P.S.M. 6868 SEC. 15-36-40 BLOCK WALL 1.1' WEST FND. 4X4" C.M. C7a,oAM— oM— oM— oM— ABBREVIATIONS LEGEND P.P. = POWERPOLE P.O.C. = POINT OF COMMENCEMENT M.H. = MANHOLE P.O.B. = POINT OF BEGINNING C.B. = F.H. CATCH BASIN FIRE HYDRANT FEMA FLOOD ZONE DETERMINATION LEGAL DESCRIPTION: SURVEYORS CERTIFICATE I.P. = IRON PIPE I.R. = IRON ROD = E.O.P. = EDGE OF PAVEMENT FLOOD ZONE "X" LOTS 11, 12, 13, 14, AND 15, WHITE CITY GARDENS, AN UNRECORDED PLAT IN I, WILLIAM J. WRIGHT, DO HEREBY CERTIFY THAT I AM A DULY LICENSED AND PRACTICING PROFESSIONAL SURVEYOR C.M. = CONCRETE MONUMENT B.O.C. = BACK OF CURB PANEL # 12111C 0277 J SECTION 15, TOWNSHIP 36 SOUTH, RANGE 40 EAST, AS SHOWN IN DEED AND MAPPER IN THE STATE OF FLORIDA; ALSO THAT THE SKETCH OF THIS SURVEY MEETS THE STANDARDS of FND. = FOUND R/W = RIGHT OF WAY REVISED 02/16/2012 RECORDED IN DEED BOOK 187, PAGES 408 THROUGH 410, PUBLIC RECORDS OF PRACTICE AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND MAPPERS, PURSUANT TO CHAPTER 5J-17 TYP. = TYPICAL = CENTERLINE ST. LUCIE COUNTY, FLORIDA, BEING A SUBDIVISION OF LOTS 9 AND 10, BLOCK 1, OF FLORIDA ADMINISTRATIVE CODE, AND THAT UNDER MY SUPERVISION DID MAKE AN ACTUAL SURVEY OF: P.R.M. = PERMANENT REFERENCE P.L. = PROPERTY LINE MONUMENT (P) = PLAT DATA AREA TABULATION MODEL LAND COMPANY SUBDIVISION, ACCORDING TO THE PLAT THEREOF, SEE LEGAL DESCRIPTION P.C.P. = PERMANENT CONTROL POINT (L) = LEGAL DESCRIPTION DATA RECORDED IN PLAT BOOK 1, PAGE 41, OF THE PUBLIC RECORDS OF ST. LUCIE B.M. = BENCHMARK (M) = MEASURED DATA TOTAL AREA COUNTY FLORIDA. AND THAT SAID SURVEY WAS PHYSICALLY MADE ON THE GROUND PER RECORD DESCRIPTION AND IS CORRECT TO EL. = ELEVATION (C) = CALCULATED DATA 1.41 ACRES, MORE OR LESS THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT THERE EXIST No ENCROACHMENTS EITHER WAY ACROSS THE F.F.E. = FINISHED FLOOR ELEVATION SEC. = SECTION BUILDING AREA DESCRIBED IN OFFICIAL PROPERTY LINES OR BUILDING SETBACK LINES, EXCEPT AS SHOWN ON SAID SKETCH OF SURVEY. S.F. = SQUARE FEET F.B. = OOK 6,918 S.F., MORE OR LESS LESS AND EXCEPT ADDITIONAL RIGHT OF WAY AS U.E. UTILITY EASEMENT P.B. = PLAT PLAT BOOK RECORDS BOOK 1831, PAGE 305, AND OFFICIAL RECORDS BOOK 2569, PAGE F.P.&L. = FLORIDA POWER AND LIGHT O.R. = OFFICIAL RECORDS BOOK 2121, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. COMPANY TWPF.Q.O.T.= PAGE PARKING: FLORIDA DEPARTMENT OF SEC. SEC. 15-36-40 =SECTION 15, TOWNSHIP 36 50 REGULAR PARKING SPACES WILLIAM J. WRIGHT, PROFESSIONAL SURVEYOR AND MAPPER, P.S.M. 6868 TRANSPORTATION C.B.S. = CONCRETE BLOCK CONSTRUCTION SOUTH, RANGE 40 EAST 3 HANDICAP PARKING SPACES THIS SURVEY IS NOT VALID WITHOUT ORIGINAL SIGNATURE AND RAISED SEAL. ELECTRONIC COPIES OF THIS SURVEY NOT VALID WITHOUT DIGITAL AUTHENTICATION PROCESS, AS PER 5J-17.062 o N LL- 0 ° d z z m o E c� 8 Z h W Q Cn rnM O LL 0 N Qo 0 co N, j O M O rt. ra In x 0�C¢ bbq -j Q a O",�W Q uW. rx ON3w C: C 7 O W LL �. W a � W C J Q W 0 n °m Uj Y a� N N � (J u � V 3 nj o 0 n. J J IY1 J ILL: LL LL U. T cn 00 P:P as 2� }rnC >ODz co00 J J O C 8000 CO Z .°- U m d o, SITE POLE FIX APPROVED SITE FIXTURE SYMBOL MFRS. ** MODEL LIGHTING XLCM-FT-LED-SS-CW-HSS SING SYSTEMS ±18' POLE + 2' BASE "S2" * INC. PROVIDE ALL "S1" & "ST FIXTURES WITH EXTERNAL HOUSE SIDE SHIELD IN ADDITION TO INTERNAL HOUSE SIDE SHIELD OPTICS. ** APPROVED MANUFACTURER'S SHALL INCLUDE EQUAL FIXTURES BY, RUDD LIGHTING AND H&L LIGHTING. PROVIDE SEPARATE PRICING FOR OWNER OPTION, IN LIEU OF METAL POLE ON 2FT CONCRETE BASE, PROVIDE DIRECT BURY CONCRETE POLE WITH MATCHING DISTANCE ABOVE GRADE. SEE "POLE BASE DETAIL", OR "POLE BASE DETAIL (ALTERNATE)" FOR ADDITIONAL REQUIREMENTS. DIRECT BURY #8 — GND WIRE TO 3/4" X 10' CU GND ROD 18" #4 PIGTAIL AT POLE BASE AND AT TOP LL W W w Cr 2 J VO U) IL 2 3 DIRECT BURY CONCRETE POLE �I I I 9' 2'-0" ............. .. I I MINo ........'.'. I — CONDUIT ENTRANCE PVC CONDUIT �g d 36" MIN HOLE, ° BACKFILL WITH STRUCTURAL FILL ..... & COMPACT TO 95% DENSITY POLE BASE DETAIL (ALTERNATE (j)POLE DETAIL NOTES NO SCALE 1. PROVIDE POLE/LT FIXTURES WITH ALL REQUIRED HARDWARE FOR MTG. 2. PROVIDE/INSTALL CONDUIT, AND PULLSTRING, JEA SHALL PROVIDE/INSTALL CONDUCTORS, POLE, MTG ARM, AND LIGHT FIXTURE. INSTALL ALL PER UTILITY CO REQUIREMENTS. 3. PROVIDE AND INSTALL CONCRETE LIGHT POLE PER MANUFACTURERS RECOMMENDATIONS TO WITHSTAND LOCAL EPA WIND SPEED RATINGS FOR AREA OF INSTALLATION (161 MPH MINIMUM). LIGHT HAND HOLE W/BLANK COVER POLE BASE COVER 1" CHAMFER 2'-0" aI °Iq GROUT AROUND ANCHOR BOLTS GRADE 4 III —III- • ° a #8 CU GND — 2 I0 III—_ °�' " IN 1/2" PVC II —III- I a 3'-0" Rf r uj a� TRANSITION COUPLING ° I DIRECT BURY #8 GND WIRE TO 10' X t 4° 5/8--CU GND ROD REBAR RODS W/37 a ° ° I #T ES 0 12" O.C. °Ia a I•...... ROUND CONCRETE BASE BACKFILL AROUND 18' BASE & COMPACT .....'.'..' TO 95% DENSITY POLE/BASE DETAIL NO SCALE DETAIL NOTES: 1. CONSULT CORPORATE CIVIL PLANS FOR OTHER REQUIREMENTS. ALL POLES/FIXTURES SHALL MEET OR EXCEED WIND LOAD REQUIREMENTS GIVEN BY LOCAL CODE. R. Wulbern Architect PA O- AA - 0003433 tic yU (904) 3294510 tel • • 0) 0 robert@vulbern.net • - 0 C U >' d N � m t_ l0 c � O a rnw N. m > BURGER KING PROTOTYPE LANDLORD RESPONSIBILITY _ 1 f�Xdclir�a "� _;� �r'etl �:Ia1.r't, Ptak , n.rilr� t r•.l( flt?i5tn�s�;_. ? r=`»ctrlc>l �,� it°`*l.�r k� (1ifiEnlsrlr:as x_]tt T'•;,Tr sfcTorul 3SIo1Sti, t�. tt'. =tic s r3 r;.f/2.9rE! t f @�lclp r rt,i,lr•;l (9 S.1=lCrlM t+c)Ir.�tt�, , t � 3rz'1'fti r Pai3t"�0 �`+ l ib"-ttl'�;i I'a6j{nl I rt t ;a31?:rt3 3 Plurr3iu _! a 3n'W. 01 0(jb ru7?fI ,lk €tl C `t' rl K I t f zE;,, IL R( 'ttr,It I :tU n a S €:�-laac,t fr f3 oO ino, 2 €CiP.trmw wU fd ;atta3 '.t=;}ranit!nnm _..... .._... +: £te ssr �>trt ,ta-€rt;cv . 'f .a�g71i�.ItaG: 11 I-)terirr tx'C"s c, rl r Jff-)ol 3 t ilti k+.t ari'; p>al irt,) Ca}1iS L1 €4)/A(: I,,r."1lrl rs 3 3rf 0 F'VAC r,ictu+_:4:ac.1 iff.,,.: ; )I iivAcl L!-A and t lkv1Cf, 2 6`fe-sij Lixitff 5 2.1 24 Ceillnd l'i1c _ 25 t c -;, r h tl km 1: ix t, t In, ;Ia - 26 A'I V!,il1 e li ,h il, l SS: tik,27 s tl t.nre lita t s , l_tr _ 1,11 wqollx f 1 *jill€illy ... _.,, 'ft f 3r'•. < ✓t+91k1 1 {1e jV "Doild by n 0 13 RA IqN ? 31 BlfstWng & Supp(xil, for huddint, Skim X X X X 32 i` 14t-L+;I 4l1t +Il. t iu atfllµ '� .,1«Ir rl X X X X I F>wlrllr y +'tll a+!e:rl;x 3it.u.ritas X: R X X _.,t.tr_cfit;•.tl.,sl.:al+? X. X. 11 X X � art Corirt*tl_ .Ifl6W `t*, I X X X X . . 17 lX r _.X lues .stl/"1{Ir a iPl7l lE l;3C3, .... «.«X' .« _.. X,»._ __""'...,.._..... ,."...... .......m..m..nu_..e....«..: �, .. 65 98 South Hwv I at terman Road ?tl I'CIk?;'1�I1 ll'*t+=et SaItI°11,<3 I I I_.._,.. .._.. X X ._. 1i, X x y VY-nir , t:ic, X X 13 x _ _ C r ,.h „i it t X X X X X X 1 3 [X1cl,lr t i3 ', X X X........ i._.. X.._.. i t K:t[ Iw( t Lt.w imi! yt 3 X J J X Ste uc le a) t Al _:! ttr r+ @ X X X X ,3 AV ". , r r"s, nr; X X X;. 2 X X X r.. _. 1 r t.=ltN z rr�i F,irra ... _. _. _.. X X X X 4q Kim! sltla.5 X X X X a- rl'li f� ce=1,tticic X X X X `0 Uir'd" it 'i}?y ll, sI;IG _. X X X f1. 1 t rttlr,. GIS'31. YC X X ..,._._,....«....». .. X ................._ .�.._« X ,.�.,,,. ®...tee... ,,.,... �,.,.. X ..� .. _.„ X.. ... ... .. .... ....... .... _,,.... . 53 ;);'nfif?tj V, li9{o14:47i1 X � X._._ x.««v X _ ..-...—..-.:.... X X `oL V"'111 ill,... rd r I -Ill �....__ X X X >En rq yl".�nYR Sl3 rrdf4t It ,Lf)t-3 .___X-..___j X X X X m €} r ,mr ralt�, '113' & lx ar,isr?ri ,€c5 fl wa=,rr =.fYr ,}7c `i X X X X ;ti Gr, Gh_(r7 _uf i =r= na € t ��n.; 10 10 X _. 10 10 R `9 € it ALtrin 3 tt,m fill r Itt„9^,', }3(7S tiJilE€Illf X. X X X t31 Phr.n,i�,YPQS Iwo!llatioll X X X X x K 62 Safe ,X, X X X X X X 63 'Doork€'ll X X X X X X X,X X fi" tfmic S*oirell'l, w,uxX X X X .wnuwrr uw. X X X 66, MiLwori . ('!%tmrer : ii? it(fi(p_ X X X X tL t. alving (tmcwl;l. rranflgnr's rtiC,e) X X X X 6 r LlrilTMa i'IH 1 X X X X her Kl Itsx Ef t, X X X X ..._ Ai tAt1nt^9 rc lJf r X X X X rer?,y rffi t, « t:r'l aka will ;� Irr 1�r J€ r tfae GENERATOR ADD ALTERNATE: 3rd PARTY FURNISHED AND INSTALLS ARE TO BE PAID BY TENANiAND COORDINATED BY LLJGC PROVIDE ADD ALTERNATE PRICE TO PROVIDE THE FOLLOWING TEMPORARY GENERATOR. I All ro'Of l7H rl °3'xit(i" Y f0r _gaji [Trent phro i(14�e rased in1alletl lg Tenant mwft be i cfxdiootfl with Uir,dlords rrx!:firte, t ti3trtrar fesr. Lttletrtcirl : rarull Ut.rra ?3y €.>; Ct t3ei .rl,. 3I t.rflirctc±rar • DIESEL GENERATOR (175 KW, 208 VOLT, 3 PHASE, RATED 10 HOURS PER DAY or 50 HOURS PER WEEK). 7 f.ktJ f37fJtl jr tE't irrr T�+t2 f17" utr.;af.alit,d i1i f'dtti!S7tvt�#t` ?i£c?�"4+, IPA fk?.3s.} tiq ,°.-�?iU 3I1G1"i. EIGHT 8 CAMLOCK CABLES 4/0 50 FEET). ( ) ( ) far .r alJ t. ,l ..In 1 or racrvaa}s t'7 tsvr,af i kg11 elr v,,,loiiq!cabhnr.j, salt€. Itrtan6'S EIGHT (8) FEMALE PICGTALES (4/0) [ ifG 1 tJ.t€lt." rr ,prd;og IIlAoilctt„ m of c,1fi.f ,ifzyJ AV 5ys l 131_ xis nott.t. on S.idl-_+ 0 EIGHT (8) MALE PIG TAILS (4/0) , PRICING TO INCLUDE ALL COMPONENTS, FITTINGS, TAXES, CHARGES, ETC. AS REQUIRED r e,:i, kite rm mpilasasent stort-op as by Tooaant eL, Ck Elea trki=an and Pi. mber wit rice finch FOR A FULL and COMPLETE INSTALLATION. PROVIDE PRICING IN THE FOLLOWING a trclt. as required Nc ed tx1f,oprTiliflt Owre s, IiY IterS, Fryet's, O,Jlrae, Cake & ke FORMATS. g tttpitr�n', :.'aIfk- & M(17'a tpot, I-r;t.',tt G,y, 3ml If itrty to bc, told loy Tenant DAILY RATE: 1 a"_ trait pria.`ia'?, c.xicitO andmil nand make fitratl electrical connecti¢los. Pottfin s d'rc WEEKLY RATE: 'ire it ual ;rho fty� z,;rz MONTHLY RATE: 5 N,+A `fir this j eff k'?=lit°, LP GAS ADD ALTERNATE: tr ts, s;h 4 pr.+. ic:_' Ih L i'tsrr conduft ivil[j pfll9 t�k'irlt! r+7t' t'.` opt'jne ow"I low voltaq<:L PROVIDE ADD ALTERNATE PRICE TO PROVIDE TEMPORARY PROPANE GAS SERVICE. t r C hillt yar uilde alit rewirod I.iiower eared c.iiasos li! tw-d oli pMos for Li¢aday0rink Vendor mr,talled rimote: Ice . TWO (2) 120 GALLON TANKS (MANIFOLD TOGETHER). Machine ("ollClell uni r TEMPORARY PROPANE ON -DEMAND HOT WATER HEATER (INSTALL and REMOVAL). 8E�_,aa,l or,vi+re 1)[ Ilactall <sl 1Ca/s c rlsl:<rllC <¢ 3Lt;7rrf Sett.«_ aria; r FRYER LP to PROPANE CONVERTOR (INSTALL and RECONVERSION BACK TO LP). at LC.44t to + rfirfn r - rprinklf rp Ala ., rr quirenier,, and pre.)0 l It re tt! e>rl • BROILER LP to PROPANE CONVERTOR (INSTALL and RECONVERSION BACK TO LP). )� y..� { }}��t j }5 ��[[ j �^i. t Itt [ it t� 5irl1 11 _4taic I l it,!�i.l} t) k h ``ifV; lal:{,l Iy f f)ip. !d for f,ra, 3fii 3r°{ J3 I1 ' Ar 5id syrtm Irn be lfpp11ed i rr+tall'o by to(, -at ,t ipher paxi (mr (X' PRICING TO INCLUDE ALL COMPONENTS, FITTINGS, PIPING, CONVERTERS, TAXES, CHARGES, ETC. AS REQUIRED FOR A FULL and COMPLETE INSTALLATION. PROVIDE PRICING IN THE FOLLOWING FORMATS. S1 [ ,.( ♦ 11 i-f., to It .iGI1 f(Wf'1itll;: for tlir N,t,cwal lily if xriia)l7 tF'Q rift ra DAILY RATE: U lrI. to : Ct op wi wlkty ,9S:(0,1111, f` JIILe ct --I eta wid! a4l. %lit 99i,! I, `Y;; fr' lit I,•1) Yiti!t pia 1's'ior 1r:1 o, WEEKLY RATE: MONTHLY RATE: 3p P RL:QUIRi D Ue MUNI IPAl ONLY County, Fl R. Wulbern Architect, PA Robert C. Wulbern, RA • 4454 Swilcan Bridge Ln • Jacksonville • Florida 32224 • AA - 0003433 lic • (904) 329-2510 tel • (904) 379-4978 fax • robert@wulbern.net • Structural Engineering: ATLANTIC ENGINEERING SERVICES 6501 Arlington Expressway Building B — Suite 201 Jacksonville, Florida 32211 TEL (904) 743-4633 FAX (904) 725-9295 Mechanical Engineering: N. C. A. CONSULTANTS GROUP 4585 140th Avenue, North Suite 1001 Clearwater, Florida 33762 TEL (877) 530-0078 RECEIVEQ SEP 0 5 2018 ST. Lucie County, Per 000 29752 ,nuIIIIpIll ,II I I I I I I I 1II" 91 IIIIIIIIIIIIIIII' aiuolpllll I pl I 11 I I III ,(III I I I I I h l I / IILu I�pl IIIIIIIIIIIIIIIIII I1011 �� l��l ''I Ilrq �•"'� . ^°(III Illlh in""' dllol IIIIIIIIIIIIIIII' Plumbing/Electrical Engineering: POWELL & HINKLE ENGINEERING, P.A. CONSULTING ENGINEERS 1409 Kingsley Avenue Suite 12A Orange Park, Florida 32073-5557 TEL (904) 264-5570 FAX (904) 278-2646 4l C3 2 2 V, WME COUNTYI PLAN REV(I PLUMB: DATE: 2 MECH. SATE: 6/30/2018 3:12 PM 5K-,429752 (Kitterman 5t Lucie Co): 166-1.01 FOR CONST. Robert C. Wulbern, RA • June 213, 2015 NO\/. L I, LiCJI I - Hotel 4 Kest. flan Ke\/ISW Dec. 4, 2011 - For Permit June 21B, 2013 - For Construction CLEANING NOTES I. Keep project areas free from accumulation of dust and debris. Remove waste and rubbish on a daily basis. 2. Pollution Control: Clean-up and disposal operations shall comply with Jurisdictional anti- pollution laws. Do not pour volatile fluid waste into storm or sanitary systems. 3. Fire Protection: volatile materials shall be stored in covered metal containers. Provide ventilation for the removal of dust from project area. 4. Final Cleaning: Steam clean and vacuum all carpet, mop all sheet vinyl, composition the 4 ceramic tile. Clean all glass, inside and out. Duet all surfaces. Dust and clean all elec. Fixtures. Replace all mechanical system filters. 5. Touch-up: Repair, patch, and touch-up all marred surfaces to match adjacent Finishes. SECURITY NOTES 1. PROVIDE'HEIGHT MARKER', WHICH DISPLAY HEIGHT MEASURES, AT ALL PUBLIC EXITS. 2. PROVIDE A CONSPICOUS NOTICE AT ALL PUBLIC ENTRANCES & DRIVE-THRU WINDOWS WHICH STATES THAT THE CASH REGISTER CONTAINS A LIMITED AMOUNT OF CASH. 3. PROVIDE A FULLY FUNCTIONING AND OPERATIONAL SECURITY CAMERA SYSTEM CAPABLE OF RECORDING AND RETRIEVING AN IDENTIFIABLE IMAGE TO ASSIST IN OFFENDER IDENTIFICATION AND APPREHENSION. 4. PROVIDE A DROP SAFE OR CASH MANAGEMENT DEVICE FOR RESTRICTED ACCESS TO CASH RECEIPTS. 5. MAINTAIN A CASH MANAGEMENT POLICY TO LIMIT THE CASH ON HAND AT ALL TIMES. 6. WHERE WINDOW(S) ARE PRESENT, MAINTAIN A CLEAR AND UNOBSTRUCTED VIEW FROM OUTSIDE THE BUILDING AND IN A NORMAL LINE OF SIGHT OF THE CASH REGISTER AND SALES TRANSACTION AREA. WHERE WINDOW TINTING IS PRESENT, IT SHALL NOT REDUCE EXTERIOR VIEW FROM A NORMAL LINE OF SIGHT OF THE CASH REGISTER AND SALES TRANSACTION AREA. PRODUCT APPROVAL INFORMATION SHEET PROJECT NAME: BURGER KING at KITTERMAN ROAD PERMIT No, PROJECT ADDRESS: 6598 SOUTH U S HWY. 1 at KITTERMAN ROAD. ST. LUCIE COUNTY FLORIDA 34952 CONTRACTOR: As required by funds statute 563.842 and Flodda Administrative Code 9B-72, Please provide the information and product approval numberls) for the building components isteal below as applicable to to building constwcdon mi for the permit number listed above. You should contact your product supplier I you do not know the product approval number for any of the applicable listed products. Information regarding µntewide product approval may be obtained at wwwM.ridabvllding. FL- or -NOA# CODEVERSION CATEGORY I SUBCATAGORY MANUFACTURER PRODUCT DESCRIPTION LIMITATIONS OF USE include suffix) -or- EXPIRATION DATE A. EXTERIOR DOORS 1. SWINGING REPUBLIC DOORS end DL SERIES DOOR and ME SERIES FRAME IMPACT RATED & INSULATED APPROVED HARDWARE: ANY APPROVED FL 15868.1 5th EDITION FRAMES MORTISED LOCK with DEADBOLT FUNCTION YKK AP AMERICA, INC. SERIES 35H MEDIUM STILE DOORS IMPACT RATED, LOW-E & INSULATED FL 16554.1 5th EDITION 2. SLIDING 3. SECTIONAL 4, ROLL UP 5. AUTOMATIC 6. OTHER B. WINDOWS 1. SINGLE HUNG 2. SLIDING 2. HORIZONTAL SLIDER _ 3, CASEMENT 4. DOUBLE HUNG - B. EIXIED 6. AWNING 7. PASS -THROUGH QUIKSERV CORPORATION DRIVE .THRI WINDOW SYSTEM _ -SC-4030-IP(48"w.x36"1 IMPACT RATED FL-12643.1 Sth EDITION READY -ACCESS DRIVE-THRU WINDOW SYSTEM SERIES 600(47 N"w. x 43 � Ii IMPACT RATED FL-5102.1 50 EDITION & PROJECTED 9. MULLION C. PANEL WALL 1. SIDING 2, SOFFITS 3, EIFS 4. STOREFRONT 5. CURTAIN WALLS 6. WALL LOUVERS 7. GLASS BLOCK B. MEMBRANE NICHIHA USA, INC. I NICHI PANEL FIBER CEMENT SIDING YKKAPAMERICA,INC. I SERIES YHS-50-Fl STOREFRONT NON -IMPACT RATED IMPACT RATED, LOW-E & INSULATED FL 120982 1 5th EDITION FL 142182 or FL 14218.4 1 5th EDITION 11. A.C.M. PANELS D. ROOFING PRODUCTS 1. ASPHALT SHINGLES 2. UNDERLAYMENT GCP APPLIED TECH., INC. GRACE BASKGRACE ICE & WATER SHIELD SELF -ADHERING ROOFING UNDERLAYMENT FL 298.1 60M1 EDITION 3. ROOFING FASTENERS 4. NON-STRUCTURAL METAL ROOFING !.BUILT-UP ROOFING 6, MODIFIED BITUMEN FIRESTONE BLDG. PRODS. MODIFIED BITUMEN BUILT-UP ROOF'G. FL-984.1 5lh EDITION DURO.LAST ROOFING, INC. DURO-LAST PVC ROOF SYSTEM DL-50 DURO.tAST MEMBRANE fL 1850(9)-or FL 16039(7) 5th EDITION 7, SINGLE PLY 8. ROOFING TILES 9. ROOFING INSULATION 10. WATERPROOFING 11. WD SHINGLESI SHAKES 12. ROOFING SLATE 13. LIQUID APPLI ED ROOF 14. CEMENT ADHESIVE COATS 15. ROOF TILE ADHESIVE 16 SPRAY APPLIED POLYURETHANE ROOF E. SHUTTERS 1. ACCORDIAN 2. BAHAMA BRISCOE SHUTTERS, INC. PREFINISHED ALUMINUM SHUTTERS NOA 16-0201.20 11/20122 5. ROLL -UP __!_EQUIPMENT 7. OTHER F. STRUCTURAL COMPONENTS 1. WOOD CONNECTORS SIMPSON STRONG -TIE, CO CLIPS & HANGERS FL 2355, 5113, 9589 10007. 10441, 10446, 10447, 10456, 10531,10655,10667, 10852, 10856, 10860, 10861, 10064, 10865, 1OB66, 11468. 11470,11473,11496,13326,13628,13872,13904, 13975,15363,15730,15]31,15957, 1623Q 16937 and 17449 5th EDITION 2. TRUSS PLATES APLINE ENG. PRODUCTS CONNECTOR PLATES FL 1999 5th EDITION 3. ENGINEERED LUMBER 4. RAILING 5. COOLERSIFREEZERS 6. CONCRETEADMIXTURES 7. MATERIAL 0. INSULATION FORMS -- 9, PLASTICS 10. DECK -ROOF 1. WALL Z SHEDS 13. OTHER G. SKYLIGHTS 1. SKYLIGHT H. NEW EXTERIOR ENVELOPE PRODUCTS 1. In addition to completing the above list of manufacturers, product description and state approval number for the products used on this project, It is the Contractors or Authorized Agent's responsibility to have a legible copy of each mandecwrers printed instructions, along with the list above, on the job site available to the Inspector. The Products listed below did not demonstrate protluct approval at the time of plan review. I understand that before these products can be Inspected they must be submitted for review for code compliance and approved by s Plans Examiner. This form will be revised to Include each new product in the categodas listed above and will be highlighted to Indicate the new products and required information. AUTHORIZED PROJECT AGENT. (CONTRACTOR or DESIGN PROT COMPANY NAME. MAILING ADDRESS. ROBERT WULBERN, RA (PRINT NAME) ROBERT WULBERN ARCHITECT, PA 4454 SWILCAN BRIDGE LANE CITY: JACKSONVILLE STATE FIL41P uuue= - TELEPHONE NUMBER; 04)329-2510 FAX NUMBER: 1 19906)379-4978 CELL PHONE NUMBER: (904j 388-0463 E-MAILADDRESS: ROBERT@WULSERN.NET 1). LAV. 4 WATER-b SETS TO BE LEVER TYPE CON 2). GRAB BARS and SEAT LL WITHSTAND A LOAD OF NOT SS THAN 250 pounds APPLIED AT POINT, 3), GRAB BARS SHALL NOT SPIN IN THEIR FITTINGS. 4). PROVIDE 1 J" CLEARANCE BETWEEN GRAB BAR and WALL. 5). HOT WATER and DRAIN PIPES UNDER LAY. SHALL BE INSULATED or OTHERWISE CONFIGURED to PROTECT AGAINST CONTACT, THERE SHALL BE NO SHARP or ABRASIVE SURFACES UNDER LAV'S. PROVIDE PROTECTION INSUL. by TRUBRO LAVAGUARD MODEL (800340.5ii 6). REFER TO MECHANICAL 4 PLUMBING DRAWINGS FOR PLUMBING FIXTURES. "1). PROVIDE WOOD BLOCKING IN WALL AS REQ'D. TO SUPPORT LAVATORIES, TOILET ACCESSORIES, GRAB BARS, etc. a). ALL WALLS SURROUNDING TOILET ROOM SHALL BE SOUND INSULATED S). VERIFY ALL DIMENSIONS IN FIE PRIOR TO FABRICATION. 10). ALL CABINETRY TO FU COMPLY with FL/ADA STAIN S. ll). THE CONTli SHALL BE RESPONS FOR OBTAINING APP CE and EQUIPMENT NSIONS and COORDINATING w th CABINETWORK FL/ADA TOILET ACCESS. tITG. HEIGHTS (Not -to -Scale) R FER TO _ ___ 54"MIN. 1-0 MAX. w �1-3"� C O 2-0O 3 0".._.----- A " A _ z It IIo on 7"-9"- TO u9 I MCig 1 ..- 1'-6"-1`-----..- 2'-8"----4 V-4" ._.9 -17" -�" 33" MIN. 16" MUM 36" MAX. SOLID SURFA HEETA=3.1 ,e"MAX' SPLASH (SS - ALL DEVIC OVER REFER TO DECOR PLATES TO PACKAGE FOR WALL STAINLESS STEEL FINISHES SEE PLANS FOR LOCATION of ACCESSORIES PLUMBING FIXTURE CALCULATION FIXTURE CALCULATIONS BASED ON FBC PLUMBING TABLE 403.1 WATER CLOSETS LAVATORIES DRINKING OTHERS FOUNTAINS MEN WOMEN MEN WOMEN ASSEMBLY 1 OCCUPANCY 1 per 75 1 per 75 1 per 200 1 per 500 Service (A-2) Sink MIN. FIXTURES REDID. for 94 47 / 75 = 47 / 75 = 94 / 200 = 94 / 500 = 1 Service Sink 0.63 0.63 0.47 0.188 OCCUPANTS MIN. REQ'D.: 1 1 1 1 1 1 Service Sink ACTUAL 1 1 1 1 1 Located at PROVIDED: Soda Machine Service Sink (1) PER FPC 403.3- OCCUPANT LOAD IS COMPRISED OF 50% OF EACH SEX. PROVIDE LIGHT -FRAME TRUSS -TYPE CONSTRUCTION IDENTIFICATION SIGNAGE PER FAC 69A-60.008 1AND AS FOLLOWS: 1. THE APPROVED SYMBOL SHALL BE PLACED WITHIN 24 INCHES TO THE LEFT OF THE MAIN ENTRY DOOR AND: A. BE PERMANENTLY ATTACHED TO THE FACE OF THE STRUCTURE ON A CONTRASTING BACKGROUND, OR B. BE MOUNTED ON A CONTRASTING BASE MATERIAL WHICH IS THEN PERMANENTLY ATTACHED TO THE FACE OF THE STRUCTURE. 2. THE DISTANCE ABOVE THE GRADE, WALKING SURFACE OR THE R FINISHED FLOOR TO THE BOTTOM OF THE SYMBOL SHALL BE NOT LESS THAN 4 FEET (48 IN.). 3. THE DISTANCE ABOVE THE GRADE, WALKING SURFACE OR THE FINISHED FLOOR TO THE TOP OF THE SYMBOL SHALL BE NOT MORE THAN 6 FEET (72 IN.). 4. "APPROVED SYMBOL" MEANS A MALTESE CROSS MEASURING 8 INCHES HORIZONTALLY AND 8 INCHES VERTICALLY, OF A BRIGHT RED REFLECTIVE COLOR, DESIGNED IN ACCORDANCE WITH THE FIGURE BELOW. THE MAIN DISCONNECT IS LOCATED ON THE OUTSIDE OF THE BUILDING, ADJACENT TO THE REAR DOOR AND SHALL BE MAINTAINED ACCESSIBLE TO THE FIRE DEPARTMENT. PROVIDE A MAIN BREAKER SHUNT TRIP BREAK GLASS SWITCH BOX ON THE EXTERIOR OF THE BUILDING ADJACENT TO THE C.T. CAN, THE SERVICE DISCONNECT SHALL BE PERMANENTLY MARKED TO IDENTIFY IT AS A SERVICE DISCONNECT. A PERMANENT PLAQUE WILL BE PROVIDED ON THE MAIN SWITCHBOARD AND EXISTING EXTERIOR DOOR. ABBREVIATIONS AD ANCHOR CYO, 7 Ed EXPANSION JOINT INT INTERIOR PBD PROTECTION 150ARP VAV VARIABLE AIR VOL.ME ACOUS ALOInTIGAL EL ELEVATOR W. EL INVERT ELEVATION PR66T PRECAST vD VAPOR BARRIER, VINYL CASE. ACP ACOYaTIGAL CEILINE, PANEL ELEV ELEVATION Ps IRON PIPE SIZE VCT VINYL COMPOSITION TILE ACT Ai CEILING TILE FIE( ELWTRIO (AL) qr quARRY TILE VERT VERTICAL A/C AIR-CONDITIONING ELAS ELASTIC CLAN .WJITOR R RINSER VEST VIP VESTIKLF VERIFY IN FIELD AD AREA GRAIN EMER EMER6ENGY rL' .KNITOR CLOSET ADM ADHESIVE ENLL ENCLOSED Jr IONr R/W RIGHT CP WAY VNR Vl-7NEER ADJ ADJJSTA", ADJACENT EO ELECTRIC OUTLET JST JA6T RAP RADIUS VOL WVF VOLUME. 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FIREPLACE NIG NOT IN CONTRACT SERF SOINDPROOF COMA CCMM.NICATION Nrs NOT TO SCALE SQ SQMAARE CONK CONCRETE 6A 6A6E, GAUGE NR NOISE REDUCTION STIER STERILIZER CONE CONEERUIVE 6ALV GALVANIZED NRC NOISE REDUCTION COEFFICIENT STD STANDARD CONN CONNECTION 6 GAS N10A MIAMI-DAD NOTICE of A66EP-AWE STIR STORAGE CONST CONSTRUCTION eD eRAB BAR oYPSLM BOARD NICNA NOMINAL STRUT STRLYTLIRAL CON✓ CONTINILER 6ONTNJR)6 6EN 6ENeRAL NIO/# N.MBER SURE, 5IRei CONTR LCNTRATOR GC 61 LLNrRACTCR 91iSP SInPENPED COORD COORDINATE 6L GLASS OA OVERALL SW SWITCH CORR CORRIDOR 6ND BROAD ODS OBS'CLRE HIM SHOWER Ca CLUNFR (511NK 6L DLK a -ASS DLOCK OC ON CENTER S SW TI CHpOARD -- • _ C.T CERAMIC TILE GD GRADE Op OUTSIDE DIAMETER SYM SYMMETRICAL , CM- CCUJTM FLASHING GPL 6YPSLM PLASTER OFF OFFICE SYS SYSTEM CTV CLOSED OIRCUIT TV GT GREASE TRAP OH OVERteAD, OPPOSITE HAND SYD SYMBOL C' "C. FOOT 6CMU eLAZED LONG. MASONRY UNIT OPP OPPOSITE- CRM CUBIC FOOT PER MINUTE 6NFK 6OOSEWCC OPINE, O'ENM6 T TREAD C.W CAD WATER GYP 6YPSLM WARP 0761 � rURNISF� CONfR. INSTALLED lip TOP OF a" Oz DBL DOUDLE M6 110i DIED TEL TMEPHae REFS DIRECT FJXT. FINISH SYS. HC Haim CORE PA PLIELIG ADORE% TEMP TEMPERED PEE, PEGREE HDC.P HANDICAPPED PART PARTITION TER TERRAZZO DEMO DQMCLoH HD HEAD PAR PARALLEL To TENPFREP GLASS DFPT PEPARTMENT HDW HARWVARE PAY PAVE, PAVING THERM THERMOSTAT DES DESIGN HPWP HARDWOOD PC PORTIAND 6evPM Tit TM THICK (NE55) PET DETAIL HDR HEADER PL RATE THRES THRE51101-12 DIA6 DIA66I HTG HEATINE, ALAS RASTER TV, TILT LP CONCRETE PIA DIAMETER NM HOLLOW METAL PLAn PLASTIC LAMINATE TILT, TOIL TOILET Dlrr DIFFILISER HO HOD OPEN PLYWD PLYWOOD T&6 TONGLE RD GROOVE DIM DIN ION HORIZ HORIZONTAL PBp PARTICLE BOARD TO( TOP or CONCRETE PISP DISPENSER HP H&I POINT, HORSE POWER PTD PAINTED TOS TOP OF SLAB PIV DIVISION HVAC HIFATIN&/VENTILATINIfi/AC. PR PAIR TORO TOPOEIRAJ'I1Y PIN DOWN HS HEAT SENSOR hNL PANEL TON TOP OF WAJ- PPR6 DAM'PROOFIN6 HT HEIGHT ini PAPER TOWEL DISPENSER TPD TOILET PAPER PISPFTI9ER PR DOOR HW HOT WATER PTRFL PAPER TOWEL RECEPTOR TYP TYPICAL Ps DONNSPOUr HI RIOT WATER HEATER PTD/1R PAPER TOWEL D15PEN5ER/REaFTOR DT DOVE TAIL HYD HYDRANT PEP PEDESTAL U`EX UTIDICAVATW PW DISTILLED WATER H1R HIOLR PEW PERFORATED LNIF - LNFINISH W DWG DRAWING PERIM PERIMETER LNO LNLE65 NOIFD OTHERWISE DIP DWTILE IRON PIPE D INSIDE DIAMETER PT POINT ILL LNPMWRITER'S LADO2ATORIES PSP DRY STAND PIPE IN INCH (ES) PTS PNEUMATIC, TUXE STATION LR URINAL PPR DAMPER INICL INCLUDE Pei POUNDS PER 5q. IN. UrL UT LITY DWT DLMBWAITER INIGAND INCR,125SCENT Pi PO1ND5 PER Sq. Fr. INSLL INSLIAT ION PL. PROPERTY LINE V VOLTAGE E EAST, EXISTING PREP IN PREFINISM VAC VACA.M EA FACT PM.F PREMC.LDED JOINT FILLER EIFS M. FINISH & INSLL. SYS. FIRE RESISTIVE REQUIREMENTS APPLICABLE CODE: FLORIDA BUILDING CODE, 5th EDITION FLORIDA FIRE PREVENTION CODE, 5th EDITION USE GROUP: A-2 (ASSEMBLY, SMALL) ALLOWABLE GSF (PER TABLE 503): 6,000 GSF CONSTRUCTION CLASSIFICATION (PER SECTION ii TYPE V-B Unprotected and Unsprinklered FIRE RESISTIVE RATINGS: PARTY 4 FIRE WALLS: 4 hours STRUCTURAL FRAME - (INCLUDING COLS., GIRDERS, TRUSSES) 0 hours BEARING WALLS - EXTERIOR: 0 hours INTERIOR: 0 hours NON -BEARING WALLS and PARTITIONS - INTERIOR: 0 hours FLOOR CONSTRUCTION - INCLUDING SUPPORTING BEAMS and JOISTS 0 hours ROOF CONSTRUCTION - INCLUDING SUPPORTING BEAMS and JOISTS 0 hours EXTERIOR NON -BEARING WALLS 4 PARTITIONS (per Table 602 4 105.8)- 0 Ft. to 5 Ft.: 1 hour (Not Permitted) 5 Ft, to 10 Ft.: I hour (10% wall cpen'g.) 10 ft. to 15 Ft.: 0 hours (15%. wall operl 15 Ft. to 20 ft.: 0 hours (25% wall open'g.) 20 ft. to 25 Ft.: 0 hours (45% wall open'g.) 25 Ft. to 30 ft: 0 hours (1091. wall open'g.) over 30 Ft.: 0 hours (No Limit) ADDITIONAL PERMIT NOTES: PROVIDE FIRE EXTINGUISHERS SPACED NO MORE THAN 76-0" APART, and INSTALLED IN COMPLIANCE with NFPA 10. EMERGENCY LIGHTING SHALL BE PROVIDED IN COMPLIANCE with the FLORIDA FIRE PREVENTION CODE (NFPA 101). PROVIDE ADDRESS NUMBERS PLACED IN A POSITION TO BE PLAINL Y LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. NUMBERS SHALL BE NOT LESS THAN SIX (6) INCHES IN HEIGHT. PERMIT INFORMATION GENERAL BUILDING DESCRIPTION - Concrete Masonry Unit Wall Sys., Stucco/E.I.F.S. Finish, Conc. Stemwall Found. Sys., Burger King Corporate Standard Interior Finishes (GWB Ptn's., Carpet, Painted Walls, Acoustical Ceiling Tile System, Electrical, Plumbing and Mechanical Systems) LOCATION- 6598 SOUTH U.S. HWY 1 and KITTERMAN ROAD ST. LUCIE COUNTY, FLORIDA 34952 BUILDING AREA: MAIN BUILDING (NEW CONSTRUCTION): 2,967 sq.ft. TOTAL BUILDING AREA: 2,967 sq.ft. PROJECT AREA: 2,967 sq.ft. OCCUPANCY LOAD CALCULATION - Seating: = 56 seats Que Line: = 30 persons (150 sf / 5 gsf) Work/Support Area: = 8 persons (1,418 sf / 200 gsf) Total - = 94 persons NOTE INTERIOR OCCUPANT LOAD IS LESS THAN 100 PERSONS, SO PANIC HARDWARE IS NOT REQUIRED. NUMBER OF STORIES- 1 FULLY SPRINKLERED- NO OBJECTS WITH A LEADING EDGE AT OR ABOVE 27" PROTRUDING FROM THE CORRIDOR WALL WILL PROJECT PROJECT NO MORE THAN 4". OBJECTS WHICH PROJECT MORE THAN 4" SHALL HAVE A LEADING EDGE AT OR BELOW 27". THE FLOORS IN ALL TOILET ROOMS SHALL BE A SMOOTH, HARD, NON -ABSORBENT SURFACE THAT EXTENDS UP THE WALL 6" MIN. THE WET' WALLS IN ALL TOILET ROOMS SHALL BE A SMOOTH, HARD, NON -ABSORBENT SURFACE (MIN. 24" ON EACH SIDE OF THE PULMBING FIXTURE and 48" HIGH). GENERAL NOTES I. THESE NOTES APPLY TO ALL DRAWINGS 4 TRADES 2. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH ALL CODES, REGULATIONS 4 ORDINANCES OF THE AGENCIES HAVING JURISDICTION OVER ANY PORTION OF THE WORK, INCLUDING ALL LICENSES 4 PERMITS. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ACTUAL FIELD CONDITIONS AND NOTIFY THE ARCHITECT OF ANY CONDITIONS WHICH ADVERSELY AFFECT THE INTENDED WORK AS SHOWN. ALL DIMENSIONS AFFECTING MILLWORK SHALL BE VERIFIED PRIOR TO ORDERING OF MATERIALS or COMMENCEMENT OF FABRICATION. 4. ALTHOUGH REASONABLE EFFORT HAS BEEN MADE TO SHOW THE ENTIRE SCOPE OF WORK, BOTH WITH REGARD TO DEMOLITION 4 NEW WORK, CERTAIN ITEMS/WCRK WHICH IS NOT SPECIFICALLY SHOWN IS INHERENT AND IMPLIED BY THE NATURE OF THE WORK THAT IS SHOWN. THE INTENT IS TO OBTAIN A COMPLETE 4 FINISHED FACILITY WHICH IS READY FOR OCCUPANCY, EXCEPT AS MAY BE SPECIFICALLY RELEASED AS BEING ACCOMPLISHED BY SEPARATE CONTRACT. 5. PROVIDE ADEQUATE/APPROPRIATE SHORING 4 BRACING FOR ANY SITE EXCAVATION OR STRUCTURAL DEMOLITION TO BE PERFORMED. DO NOT REMOVE SHORING UNTIL AFTER COMPLETION OF WORK. 6. REASONABLE EFFORT HAS BEEN MADE TO DOCUMENT EXIST'G. CONDITIONS BASED ON AVAILABLE INFORMATION PROVIDED BY THE OWNER AND SITE VISITS. EXISTING CONDITIONS SHOWN ARE SCHEMATIC IN NATURE AND DO NOT REPRESENT AS -BUILT CONDITIONS, NOR ARE THEY WARRANTED AS SUCH. "I. THESE DOCUMENTS DO NOT REPRESENT ALL AREAS AFFECTED BY THE WORK UNDER THIS PROJECT, 8. DIMENSIONS NOTED AS 'It" ARE APPROXIMATE BUT SHALL BE MAINTAINED AS MUCH AS GOOD CONSTRUCTION ALLOWS. SPECIFIC DIMENSIONS SHALL BE MAINTAINED. S. PROVIDE DOUBLE STUDS TO U/S OF STRUCTURE AT PARTITION ENDS UNLESS THE PARTITION HAS A PERPENDICULAR RETURN (36" min.) OR IS BRACED BY AN INTERSECTING PARTITION WITHIN 3'-0" OF THE END. 10, ALL HOLES, PENETRATIONS, OR OTHER OPENINGS (EXISTING or NEW) IN FULL -HEIGHT, SOUND INSULATED, or RATED PARTITIONS SHALL BE FILLED WITH CONSTRUCTION EQUIVALENT TO THE WALL CONSTRUCTION. PARTICULAR ATTENTION MUST BE GIVEN TO SUCH PENETRATIONS ABOVE FINISHED CEILINGS, or IN OTHER CONCEALED LOCATIONS. ALL HOLES, SLEEVES, or PENETRATIONS IN FLOOR SLABS (EITHER FLOOR SLAB or CEILING SLAB ABOVE) SHALL BE SEALED OR FILLED WITH EQUIVALENT FIRE RATED CONSTRUCTION. 11, FLASH PATCH ALL SLAB DEPRESSIONS, VOIDS AND IRREGULARITIES. LEVEL AND PATCH ALL FLOORS AS REQUIRED, TO PROVIDE SMOOTH AND LEVEL SUB-STRATE READY TO RECEIVE FLOOR FINISH, (PRODUCT EQUAL TO SONOFLOW). SYMBOLS LIST LOCATOR PLAN CMU EARTH ® BRICK TOP SOIL GYPSUM BD. GRAVEL/CRUSHED STONE INSULATION ® WOOD FRAMING THROUGH MEMBER FT CONCRETE WOOD FRAMING INTERRUPTED REMBER GROUT ® FINISHED WOOD STEEL RIGID INSULATION ALUMINUM 0 SAND/MORTAR/PLASTER PARTICLE BD. METAL LATH PLYWOOD ® ACOUSTICAL TILE OR ® GLASS PANEL DRAWING LIST GI - I GENERAL INFORMATION EQ-1 EQUIPMENT PLAN and DETAILS A-1 FLOOR PLAN (ROC-60) A-1.1 MISCELLANEOUS DETAILS A-12 PLUMBING DIMENSIONS A-13a ORDER CONFIRMATION UNIT A-1310 PRE -SELL and MENU BOARDS A-13c CLEARANCE BAR A-13d DIRECTIONAL SIGNS A-13e WALL MOUNTED SIGNS A-lAa TRELLIS DETAILS A-1.4b TRELLIS DETAILS A-2 EXTERIOR ELEVATIONS (GARDEN GRILL) A-2.1 EXTERIOR FINSIH SCHEDULE (GARDEN GRILL) A-3 BUILIDNG SECTIONS A-3.1 ACCESSIBILITY DETAILS A-4 CEILING PLAN (EXPOSED TRUSSES) A-5 ROOF PLAN and DETAILS A-6 WALL SECTIONS 1 - 2 A-1 WALL SECTIONS 3 - 4 A-8 WALL SECTIONS 5 - 6 A-5 WALL SECTION 7 - 8 A-10 WALL SECTION S - II 14-11 WALL SECTION 12 - 13 A-12 WALL SECTION 14 - 15 A-13 DOOR SCHEDULE and DETAILS A-14 MANUFACTURERS and SUPPLIERS 8-0 GENERAL NOTES 5-1 FOUNDATION/SLAB PLAN se S-2 ROOF FRAMING PLAN 6-3 SECTIONS 9-4 SECTIONS 8-5 SECTIONS S-6 SECTIONS S-1 CONCRETE FRAME ELEVATIONS 6-8 TYPICAL DETAILS S-S TYPICAL DETAILS 5-10 TYPICAL DETAILS M-1 HVAC FLOOR PLAN 4 SCHEDULES P M2 HVAC ROOF LAN WOO M 3 D DETAILS M-4 HOOD DETAILS M-5 HOOD DETAILS s l ,44 PI -I PLUMBING FLOOR PLAN "'' I 1i PLUMBING ROOF PLAN P2-1 RISER DIAGRAMS KA tu P3-1 FIXTURE SCHEDULE and E0-I SITE LIGHTING PHOT RR GS � EO-2 SITE LIGHTING PLAN 4Q EO-3 FIXTURE SCHEDULE El-1 LIGHTING PLAN El-2 POWER PLAN 1t� ,, E2-I ROOF POWER PLAN At E3-1 TECHNOLOGY FL 9 E4-I MASTER COAT "P' , PANT E5-1 POWER RISE AM E5-2 PANEL SCH DU' ES Re Wulbern Architect PA AA - 0003433 Ito, e (904) 329-2510 till e rober'Awulbarn.net a F 6/30/2018 3:18 PM 0 3 U W z z N Y Q ug z Y z Y N L U � ��0� 1 0 m m LL LL w H O rn O O v O a N 0 f0 0 0 0 0 i d _ 8 3 U 3 U N M O 101� C < o z o 3 U �O z Y W al Lu_ C alIY ❑ V O❑ LL 0 W 2 z LY LL LL J J U LL U W IL Ln F- r x U 0 LL Q F z Q I - Of W 2 O Li O a (Y w 2 O z U. 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