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HomeMy WebLinkAbout3890 Brisson Ave PlansBRISSON WEST CITY OF SANFORD, FL OFFICE PERMIT #y TYPICAL PRECAST PANEL PRECAST CONCRETE PRECAST CONC. WALL, CAST PER FIANF. VARIES COLUMN. SPECS. (Trp.) -,. 9000 PSI GROUT _. _ PRECAST CONC. WALL, --- PRECAST CONC. WALL, 9, B, CAST PER M—r 6pl5c& (Trp.) VERTICAL W4XI3 SET IN FOOTING. SF ECS. •d • e. e . ,' G ----- PRECAST CONC. WALL. VERTICAL UAX13 CAST PER MANF. SET IN FOOTING. SPECS. (Trp.) TYPICAL PRECAST PANEL VERTICAL W4XI3 PRECAST END COLUMN SET IN FOOTING. CAST PER MANUF. SF£CS. (Trp.) PANEL TO END COLUMN CONNECTION SCALE: 1/7=1'-0" APPLICABLE CODES 1. FLORIDA BUILDING CODE 2014 51h EDITION 2. A.C.1. 318-02 FOR REINFORCED CONCRETE. 3. A . S. C. MANUAL FOR STEEL CONSTRUCTION A.S.D. FOR STRUCTURAL STEEL. THIRTEENTH EDITION 4 A.S.C. E. 710 FOR WIND ANALYSIS AND DESIGN. MATERIALS (U. O. N. ON PLANS) 1. CONCRETE ALL STRUCTURAL CONCRETE SHALL CONFORM TO ACI -301. 2 STRUCTURAL STEEL. ly • 50 KSI (MIN.) CONFORM TO ASTM A992. DESIGN CRITERIA AND LOADS 1. WIND: DESIGN ASSUMPTIONS CATEGORY I STRUCTURE BASIC WIND VELOCITY (V.e). 130 MPH (V..) 101 MPH EXPOSURE B Kz, EXPOSURE COEFFICIENT =0.57 G,GUST FACTOR=015 KB. WAND DIRECTION FACTOR • 0.55 Kit, TOPOGRAPHIC FACTOR • 1 W Cf. GUST FACTOR COEFFICIENT - 1 4 FOUNDATIONS CAST IN PLACE 1. PIER FOUNDATIONS TO BE CONSTRUCTED IN ACCORDANCE W/ACI 336.101 2. THESE FOUNDATIONS HAVE BEEN DESIGNED FOR SOIL TYPES SW. SP. SM. SC, GM 8 GC. IF OTHER CLAY TYPES z ARE PRESENT. CONTACT ENGINEER OF RECORD BEFORE PIER CONSTRUCTION BEGINS. DRAINAGE DRAINAGE 1. THE WALL PORTION OF THE PRECAST ASSEMBLY DOES NOT BEAR ON GRADE THE WALL IS APPROX. 2 INCHES ABOVE GRADE ALLOWING STORM WATER RUNOFF TO FLOW BELOW WALL. FILL VOID IW MIN. FILL VOID W/ 11N. 9000 PSI GROUT PRECAST GONG. WALL, 3000 PSI GROUT VARVESCAST PER MANUF. VARIES SPECS, (TYP.) SCALE 1(P=1' -T PRECAST CONC. WALL, CAST PER FIANF. VARIES FILL VOID Ili/ MIN. SPECS. (Trp.) -,. 9000 PSI GROUT VERTICAL W4XI3 PRECAST END COLUMN SET IN FOOTING. CAST PER MANUF. SF£CS. (Trp.) PANEL TO END COLUMN CONNECTION SCALE: 1/7=1'-0" APPLICABLE CODES 1. FLORIDA BUILDING CODE 2014 51h EDITION 2. A.C.1. 318-02 FOR REINFORCED CONCRETE. 3. A . S. C. MANUAL FOR STEEL CONSTRUCTION A.S.D. FOR STRUCTURAL STEEL. THIRTEENTH EDITION 4 A.S.C. E. 710 FOR WIND ANALYSIS AND DESIGN. MATERIALS (U. O. N. ON PLANS) 1. CONCRETE ALL STRUCTURAL CONCRETE SHALL CONFORM TO ACI -301. 2 STRUCTURAL STEEL. ly • 50 KSI (MIN.) CONFORM TO ASTM A992. DESIGN CRITERIA AND LOADS 1. WIND: DESIGN ASSUMPTIONS CATEGORY I STRUCTURE BASIC WIND VELOCITY (V.e). 130 MPH (V..) 101 MPH EXPOSURE B Kz, EXPOSURE COEFFICIENT =0.57 G,GUST FACTOR=015 KB. WAND DIRECTION FACTOR • 0.55 Kit, TOPOGRAPHIC FACTOR • 1 W Cf. GUST FACTOR COEFFICIENT - 1 4 FOUNDATIONS CAST IN PLACE 1. PIER FOUNDATIONS TO BE CONSTRUCTED IN ACCORDANCE W/ACI 336.101 2. THESE FOUNDATIONS HAVE BEEN DESIGNED FOR SOIL TYPES SW. SP. SM. SC, GM 8 GC. IF OTHER CLAY TYPES z ARE PRESENT. CONTACT ENGINEER OF RECORD BEFORE PIER CONSTRUCTION BEGINS. DRAINAGE DRAINAGE 1. THE WALL PORTION OF THE PRECAST ASSEMBLY DOES NOT BEAR ON GRADE THE WALL IS APPROX. 2 INCHES ABOVE GRADE ALLOWING STORM WATER RUNOFF TO FLOW BELOW WALL. FILL VOID IW MIN. FILL VOID W/ 11N. 9000 PSI GROUT PRECAST GONG. WALL, 3000 PSI GROUT VARVESCAST PER MANUF. VARIES SPECS, (TYP.) PANEL TO PANEL CONNECTION 5CAL.E. 1l2' -1 T ;® rsl 6R PROVIDE MN. 3 COVER FOR VE VERTICAL 5 TO FTG. PRECAST FREE STANDIW. COLUMN CAST PER MANF. SPECS. (TYP.) FREE STANDING COLUMN SCA',.E ill`=1'-T -- FMCAST CONC. WALL, CAST PER MANIF. SPECS. (TTP.) PANEL TO PANEL CONNECTION AT CORNER SCALE'. 1/T=V-9' DRAWING INDEX 01 COVER SHEET & TYPICAL DETAILS 02 6' TALL PRECAST WALL ELEVATIONS 03 8' TALL PRECAST WALL ELEVATIONS a ;•[V J W 10 co w C Z co CV a N LL Ui n W 4% c M �O U W �5Z W Z ��Q =a O 06 V) z Lu0 w v J Lu O W / Z u) o to V C) m MAL h o 4 0 r � Q 7 O G ZZ C e wOQ W J U) N LL 0. z E -E }O Z� VW�WmF- Q W O co U a DESIGN DRAWm Or RD W CHECKED Z LTD CO to o JOB SM - BRISSON WEST N SCALE AS NOTED ¢ DATE 0116.2017 .. r jol N V) 1=- SHT 1 OF 3 a --- PRECAST CONC. WALL, CAST PER MANUF. 6pl5c& (Trp.) VERTICAL W4XI3 SET IN FOOTING. PANEL TO PANEL CONNECTION 5CAL.E. 1l2' -1 T ;® rsl 6R PROVIDE MN. 3 COVER FOR VE VERTICAL 5 TO FTG. PRECAST FREE STANDIW. COLUMN CAST PER MANF. SPECS. (TYP.) FREE STANDING COLUMN SCA',.E ill`=1'-T -- FMCAST CONC. WALL, CAST PER MANIF. SPECS. (TTP.) PANEL TO PANEL CONNECTION AT CORNER SCALE'. 1/T=V-9' DRAWING INDEX 01 COVER SHEET & TYPICAL DETAILS 02 6' TALL PRECAST WALL ELEVATIONS 03 8' TALL PRECAST WALL ELEVATIONS a ;•[V J W 10 co w C Z co CV a N LL Ui n W 4% c M �O U W �5Z W Z ��Q =a O 06 V) z Lu0 w v J Lu O W / Z u) o to V C) m MAL h o 4 0 r � Q 7 O G ZZ C e wOQ W J U) N LL 0. z E -E }O Z� VW�WmF- Q W O co U a DESIGN DRAWm Or RD W CHECKED Z LTD CO to o JOB SM - BRISSON WEST N SCALE AS NOTED ¢ DATE 0116.2017 .. r jol N V) 1=- SHT 1 OF 3 I I I III I I I I I I I I I I I I I I I I I I I INTERIOR COLIf1N FOOTING CONCRETE FOOTING 24'd 14.. W __--- _- DEEP POURED IN PLACE B'-0' ---- o�. FREE STANDING COLUMN FOOTWG CONCRETE FOOTN, 24' dls.. 36' DEEP POURED IN PLACE FREE STANDING COLUMN ELEVATION SCALE. 117'-1'.0' INTERIOR COLUMN ELEVATION SCALE. 1?•1'.P CONCRETE FOOTING 24dis. 36' DEEP POURED IN PLACE 15'-0' (TYP.) _ END COLUMN ELEVATION SCALE'. 1/2"•1'4" i PRECAST CONCRETE I �PRECAST COLUMN ABV. I I I WTERIOR COLUMN. VERTICAL U W4XI3 • I 4♦ W a 4 + PRECAST PRECAST CONCRETE CONCRETE FREE cno ♦C Qtyy N ENDO�� ON TOP OF COLUMN. pp I 4 PRECAST CONCRETE COLU-NTv GROUT. V � U,41� . 2 TON . 3-1,12' LONG ALP C PANEL. TYP.) (TYP.) 7CAST LIFTING PIN EYE ANCWOR. .a a 4 + 2 TOTAL PER PANEL (6' 3000 PBI 4 CONCRETE oo E APART CENTERED ON OA SIDE VIEW VERTICAL PANEL)TYP. UAXI3 24' LONG. -3 REBAR W rwI_ • PRECAST CONCRETE COL/WALL ABV. +•I.I I -V4' BEND RADIUS CCNT. 5 BAR A•� ♦ I • _ , y . 6' MIN. ♦ CONCRETE FOOTING VARIES, SEE PLAN T -in' MAX. - TYPICAL CONCRETE FOOTING PRECAST CONCRETE PANEL IW 6x6-W2.%=S a 6.6-D2.1.D2.11 5 BAR WITH MIN. - T SWOUN FOR CLARITY (NOO) T! EMBED. INTO FOOTING EXTEND WIRE RENF. TO AND COLUMN VOID. - HORIZONTAL BAMS. GROUT COLUMN VOID TO PROVIDE MW. 3' COVER - ABOVE BAR END I II II III III TOP OF GIIC ND CONT.' BAR I I I III I I I I I I I I I I I I I I I I I I I INTERIOR COLIf1N FOOTING CONCRETE FOOTING 24'd 14.. W __--- _- DEEP POURED IN PLACE B'-0' ---- o�. FREE STANDING COLUMN FOOTWG CONCRETE FOOTN, 24' dls.. 36' DEEP POURED IN PLACE FREE STANDING COLUMN ELEVATION SCALE. 117'-1'.0' INTERIOR COLUMN ELEVATION SCALE. 1?•1'.P CONCRETE FOOTING 24dis. 36' DEEP POURED IN PLACE 15'-0' (TYP.) _ END COLUMN ELEVATION SCALE'. 1/2"•1'4" i CONCRETE I �PRECAST COLUMN ABV. I I I co VERTICAL U W4XI3 • I 4♦ W a 4 + 0 O zLl w cno ♦C Qtyy N � W Z Z pp I 4 Q Ww V � U,41� . w C _w E 4 • ♦ e4 IL Uj C5 cl) 2 .a a 4 + 4 3000 PBI 4 CONCRETE oo E FOOTING OA SIDE VIEW VERTICAL UAXI3 rwI_ • PRECAST CONCRETE COL/WALL ABV. +•I.I 4. A•� ♦ I • , y 3000 PBI ♦ CONCRETE FOOTING VARIES, SEE PLAN SECTION A -A TYPICAL CONCRETE FOOTING SCALE. 1/7'•1'4" J Z SCALE AS NOTED QO DATE 01.16.2017 i �H co CIVI > - 11 o U : w I-- ` o W a } 0 O zLl w cno ♦C Qtyy N � W Z Z pp JOS0 Q I— V � U,41� . w C Z cl) C IL Uj C5 cl) 2 .a �UZ W O< oo E J Z SCALE AS NOTED QO DATE 01.16.2017 i �H LU 2O20 Lu LU _3 Z � W a } zLl w I O oO Qtyy N W Z Z C JOS0 W LL O V� m 3wW _ 0 U .a j ja9 SM-BRISSONWEST SCALE AS NOTED DATE 01.16.2017 i 2O20 - SHT 2 OF 3 PRECAST CONCRETE— - PRECAST CONCRETE— I TI I I LI INTERIOR COLLYIN, END CMLIM I. 0 II II lil C7 PRECAST CONCRETE CONCRETE FREE I I I i I I I I I CAP SET ON TOP OF COLUMN. PRECAST CONCRETE ---PANEL. COLUMN W/ GROUT. 2 TON x 3 -IR' LOW. ALP TTP.) (TYP) LIFTING PN EYE ANCHOR Lwd c coUZ�u)Z CONCRETE FOOTM 24' dIa. 2 TOTAL PER PANEL (6' W4XI3 > w = a Q' o APART CENTERED ON 0- PANEL)TYP. PLACE aRr 3 of 3 ° QO F— -W 2 -0, #'�24' LONG 9 WEBAR w/ i•I/4' BEND RADIUS T\ CONT. 5 DAR J co —5 BAR WITH MIN. 32' EMBED, INTO FOOTING AND COLUMN VOID - GROUT COLU N VOID TO - - PROVIDE MN- W COVER - - ABOVE BAR END _ I _ II II I I � I I I I I I I I I a I I m I � I I I 21-0• FREE STANDING C um FOOTNG CONCRETE FOOTNG 24' dia. x 36' DEEP POURED IN PLACE FREE STANDING COLUMN ELEVATION SCALE 1l2•.1'N7' -CON?. 5 BAR . I I I I I I I I I I I I I I I I 9 i iI I I i I i I I - I INTERIOR COLUMEJ FOOTINa — 2'-0' CONCRETE FOOTING 74' d1a. x 54' DEEP POURED N PLACE • 5'-0' (OPT. 2'-6') oc. INTERIOR COLUMN ELEVATION SCALE' PRECAST CONCRETE PANEL W/ 6x6-W2.%otW.S Or 6x6-D2.9xO2.9 (NOT SNOUNFOR CLARITY). EXTEND WIRE REIF. TO HORIZONTAL BARB. 0 vD END COLUMN ELEVATION SCALEIrr-l' (• w W 0 L6 W Q OA •x � Q�Q � I TI I I LI O TOP OF 0 II II lil C7 Z 0 I I I I I I i I I I I I a 'J I III I VERTICAL END cDLu'N FOOTRYS I /, III I Lwd c coUZ�u)Z CONCRETE FOOTM 24' dIa. L_ W4XI3 > w = a Q' o 36' DEEP POIRED IN 0- -- - PLACE aRr 3 of 3 ° QO F— -W 2 -0, 15'-0' (T7P.) VERTICAL L R H w END COLUMN ELEVATION SCALEIrr-l' (• w W 0 L6 W Q OA •x � Q�Q � O V 4_ 0 Z C7 Z 0 LTD fel 'J O N VERTICAL LL H ZEN YaN Li. L r C,4 Lwd c coUZ�u)Z o W4XI3 > w = a Q' o 117 0- d r aRr 3 of 3 ° QO F— -W d' LUJ VERTICAL L R H w ti = N 0 = W~w LLI bo x N 21 0 R 0 . >- J LL 11� W I rn o �� soL1 ani Q7oC 2ww AST TE QZZ Q J U) fn W x o co W II ZE2O 19999 CRE LMRN AD15V. U2 M W W I I I W ^1. 'a. yr •x � Q�Q � O V 4_ 0 W C7 Z 0 LTD fel 'J JOB SM - bHISSON WEST N ���ppee c ) a 6'EV LL H ZEN YaN Li. L r C,4 Lwd c coUZ�u)Z o -- 9000 PBI POOTCTE > w = a Q' o 117 0- r aRr 3 of 3 ° QO F— -W LUJ VERTICAL L R H w ti = N 0 = W~w LLI bo x 21 0 R 0 . >- J LL 11� a ro rn o �� soL1 ani Q7oC 2ww — 3000 PSI £ CONCRETE FOOTING 5 QZZ Q J U) fn W x o co W ZE2O U2 M W W -0 V) TYPICAL CONCRETE FOOTING SCALE. 1? -1'-W } DESIOx DRANK RD W CREME - Z 0 LTD fel WO JOB SM - bHISSON WEST N SCALE AS NOTED W X DATE 01.16 2017 N 03 rq r aRr 3 of 3 TAX PARCEL NUMBERS: 17-20-31-5AZ-0000-0290 17-20-31-5AZ--0000-029A 17-20-31-5AZ-0000-0300 17-20- 31- 5AZ- 0000- 0330 17-20-31-5AZ-0000-033A 17-20--31-5AZ-0000-034A 17-20- 31- 5AZ- 0000- 034B 17-20-31-5AZ-0000-0350 17-20-31-5AZ-0000-035A 17-20-31-5AZ-0000-0360 17-20-31-5AZ-0000-0380 17-20-31-5AZ-0000-0390 17-20-31-5AZ-0000-0400 17-20-31-300-0030-0000 17-20-31-300-003A-0000 17-20-31- 300- 006A-0000 NDEX OF SHEETS 1 COVER SHEET 2&3 TOPO- AND BOUNDARY SURVEY 4 SYMBOLS AND ABBREVIATIONS 5 GENERAL NOTES 6 PHASING PLAN 7 SITE PLAN 8 DIMENSION PLAN 9 - 11 UTILITY PLAN 12 - 13 DRAINAGE PLAN 14 ENVIRONMENTAL PLAN 15 - 17 GRADING PLAN 18 - 36 PLAN AND PROFILES 37 - 38 RETENTION POND PLAN 39 - 40 LIFT STATION DESIGN 41 - 43 SEWER & WATER DETAILS 44 - 48 CONSTRUCTION DETAILS City of Spriford Planning & 139v:+:oPment Sarvlces Approvod Construction Plans H A S Approval of these Flans is sulbject t0 specific carnform. ance to the City of Sanford's Land asVelopment Ramulatlo, an any Spacial conditions approved by tfle City Cnrrm+ssiOn as may be outlined below. It is the resporlsihil►ly of the CITY -SANFORD, SEMINOLE RIDA constcted° chres ltinaifailueao Iorrp1�Iwi, b applicable Clay, St£t�e and Federal raguEatior?,. knproval of these plans does not,const;tute a waiver of any code requirements nor does it relieve the developer of the responsibility to meet those requirements. This approval is FOR valid for a period of one y$ r from UIe date indicated below. Approved ay:....,.. �. Date -.10 Ci E 7__"7'0 P R S L C Specific Conditions: S NG*`I� TI _r " 27 N1. SUMMERI IN AVENUE REVISED PHASE LINES (1 01 1 2201 6) REVISED PER CITY COMMENTS (07052012) (09182012) (11072012) (02112013) (02202013) ORLANDO,- FL PH (407) 3 2 8 0 41 ?9 29 649-9888 VICINITY MAP I CENTRAL FLORIDA ENGINEERING CONSULTANTS, LLC Chil Engineering - Land Planning 500 North Maitland Avenue, Suite 102 Maitland, Florida 32751 Phone Number (407) 599-7010 Fox Number. (407) 358-5448 email: informationonoridoeng.com EB No. L10000067066 IN ASSOCIATION WITH: THE CIVIL DEIGN GROUP ENGRIEERS • SURVEYORS • PLANNERS ORLANDO. FLORIDA CONDITIONS OF APPROVAL APPROVED UTILITIES DEPARTMENT: CITY QF SANFORD, FLORIDA THIS APPROVAL IS SUBMCr TO SPECIFIC CONFORMANCE TO THE CITY OF SANFORD LAND DEVFLCPMF?'T CODE AND ANY SPECIAL REQUIREMENTS OF THE CITY COMMISSION. IT SHALL RE THE RESPONSIBILITY OF THE DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE. TO MEET APPLICABLE CODE REQ►L'IREMF.NTR, ADMINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUiRFINIENTS. THIS SPECIFIC APPROVAL IS VAUD FOR A PERIOD OF OE YEAR FROM THE DATE BELOW. DATE- l© - 214r -rrr SPEMC CONDITION& 1. PINE WAY BUFFER PLAN - 75' LOT WIDTH MINIMUM ALONG PINE WAY, MINIMUM 10' SIDE YARD SETBACKS, SINGLE STORY, 50' OPEN SPACE/BUFFER OUTSIDE WALL. PLUS SETBACKS, 8' HIGH BRICK WALL, OPAQUE BEHIND RESIDENCES, DECORATIVE ALUMINUM WITH BRICK PILLARS AT RETEN11ON AREAS. (NOTE: NO LOTS ARE ADJACENT TO PINE WAY. ONLY POND WHICH PROVIDES A LARGE BUFFER.) 23RISSON BUFFER PLAN - SOUTH OF ROAD A INTERSECTION WITH BRISSON AVE. - 75' LOT WIDTH MINIMUM ALONG BRISSON AVENUE, MINIMUM 10' SIDE YARD SETBACKS. SINGLE STORY. 15' OPEN SPACE/BUFFER OUTSIDE WALL. PLUS SETBACKS. 6' HIGH BRICK WALL AT FLOOR GRADE. OPAQUE BEHIND RESIDENCES, DECORATIVE ALUMINUM WITH BRICK PILLARS AT RETENTION AREAS. IF CITY STAFF AND OWNER'S ENGINEER AGREE SPECIMEN TREES CAN BE SAVED. OWNER WALL USE BEST EFFORTS TO KEEP ADDITIONAL BUFFER. 31ANDSCAPE - EQUAL TO OR EXCEED THE SPECIFICATIONS PROVIDED TO THE KAYS LANDING SUBDIVISION. 4.MAIL KIOSKS WITH PARKING - COORDINATE LOCATION AND TYPE WITH UNITED STATES POST OFFICE AUTHORITIES. 5.RECREATiON/AIR CONDITIONED COMMUNITY MEETING FACILITIES TO BE INSTALLED. 6.WATER, SEWER AND RECLAIMED - STUB OUT AT PINEWAY (See Note 7). 7.PROPERTY OWNER AT SOUTHWEST CORNER OF SITE - PROVIDE 6' HIGH WALL - OPAQUE ALONG NORTH AND OPAQUE OR DECORATIVE ALONG EAST AS DESIRED BY ADJACENT PROPERTY OWNER; ALSO STUB OUT UTILITIES (WATER, SEWER AND RECLAIMED WATER) FOR EXISTING RESIDENCE. B.HOMEOWNER'S ASSOCIATION DECLARATIONS, RESTRICTIVE COVENANTS, CONDITIONS AND EASEMENTS DOCUMENT (WITH THE CITY AS HAVING ENFORCEMENT POWERS) SHALL PROVIDE FOR THE FOLLOWING RESTRICTIONS- A) 20X MAXIMUM RENTAL LEVEL IN SINGLE FAMILY RESIDENTIAL; B) NO ON STREET PARKING OR PARKING IN RIGHTS-OF-WAY ALLOWED AT ANYTIME; C) MAXIMUM OF 2 COMMUNITY -MADE GARAGE SALES PER YEAR. D) HOMEOWNER'S ASSOCIATION SHALL MAINTAIN ALL OPEN SPACES/BUFFERS INCLUDING ALL RIGHTS-OF-WAY ADJACENT TO THE DEVELOPMENT; E) RAILROAD RIGHT-OF-WAY LOCATION SHALL BE DEPICTED ON THE FACE OF PLAT ALONG NTH PLAT NOTES TO ENSURE DISCLOSURE WITH THE RAILROAD SPUR BEING SHOWN AS TRACT J SHALL TO DISCLOSE THAT TRACT TO POTENTIAL BUYERS. 9.THE OWNER/DEVELOPER SHALL USE BEST EFFORTS TO OBTAIN WRITTEN ACCEPTANCE FROM CSX TRANSPORTATION REGARDING ACCESS TO RAILROAD RIGHT-OF-WAY AND SUBDIVISION DESIGN OR TO OBTAIN TITLE TO SAME. 10.MINIMUM 5' SIDEWALK CONNECTING PINE WAY AND LAKE MARY BOULEVARD, PIPE DITCH UNLESS STAFF AND OWNER'S ENGINEER REASONABLY BELIEVE SPECIMEN TREES ALONG BRISSON AVENUE CAN BE SAVED. 11.ALL PROPERTIES WITHIN THE PD SHALL BE SUBJECT TO AN AIRPORT AVIGATION EASEMENT IN A FORM ACCEPTABLE TO THE CITY WHICH SHALL BE NOTED ON ALL PLATS AND OTHER DOCUMENTS RELATING TO THE PD. 12.ENTRANCE SHALL HAVE 20' MINIMUM ON BOTH SIDES OF ISLAND. IIIENTRANCE ON BRISSON SHALL BE IN ALIGNMENT WITH BRISSON EAST PROJECT. 14.BUS SHELTER ON OR ADJACENT TO SITE WITH COORDINATION WITH SEMINOLE COUNTY SCHOOL DISTRICT. 151ANDSCAPE AND HARDSCAPE PLAN FOR THE NORTHEAST AREA OF THE DEVELOPMENT SHALL BE PROVIDED DURING SUBDIVISION IMPROVEMENT PLAN (SIP) REVIEW PROCESS. 16.PHASING PLANS SHALL BE REVIEWED AND APPROVED DURING THE SIP REVIEW PROCESS. 17.STREET NAMES SHALL BE SUBJECT TO REVIEW AND APPROVAL BY CITY STAFF IN ACCORDANCE WITH E-911 STANDARDS. 18.RIGHT-OF-WAY DEDICATIONS OF EASEMENTS SHALL BE PROVIDED ALONG PINE WAY AND BRISSON AVENUE AS REQUIRED BY SEMINOLE COUNTY OR THE CITY OF SANFORD. 19.N0 BUILDING PERMITS WILL BE ISSUED FOR VERTICAL CONSTRUC71ON (RESIDENCES OR COMMUNITY AMENITIES) UNTIL ALL REQUIRED SITE IMPROVEMENTS FOR EACH PHASE HAVE BEEN COMPLETED. A MODEL CENTER MAY BE CONSIDERED FOR AWARD OF A BUILDING PERMIT BY CITY STAFF AS AN EXCEPTION BASED UPON A TOTALITY OF THE STATUS OF THE DEVELOPMENT AND COMPLIANCE ISSUES. PERMIT# OFFICE PROJECT ADDRESS: 3890 Brisson Avenue li t.T 2 i I - _ THESE DRAWINGS HAVE B PREPARED BY CENTRAL FLORI I CONSULTANTS, LLC 2016-320-01 500 N WAIT{�MAFTLANO, FL 32751 PROJECT NUMBER: PHONE-����((((ffff7- 407-358-5448 CER11FI E i B No. LIO000067066 A c FF ,• DATE: OCTOBER ?016 I d2 MON1.7E 4 8 !� FL CERTIFICATION 0 36149 qr�^_ SHEET NUMBER: 1 OF 48 ,111L,1lillll t r iJ J��OIN(, 0 SpNF090 I rNOTE: FOR SIGNAGE AND STRIPING DETAILS SEE SHEET 45, DETAIL 212 Terc_ 1 '+•��f'•t't'#.'4 '4�++,MC.v.'+•'r'.+..� t•'r +.r •#. + r { + +•.} 2 RECRATI �aJ + + + + + + t+ + + + a2 0 �a I i + c �•+t f 4- + � � � 8 ' I + + L +7+%7*. + INCyto �,v•+++ +'+ i +.'+ .'t . t .+ .+' .t ZI ,•.+ V *._ 4 + }. i+ i f ' ' ' t' '+ •+' rt i•' + t + t 4 � '� N A � w Fy r.+r +' w- t 1 I I' DRAcN,r I. t ' S51 I O CLOD _ CD Sa cn . Q orz C) 1 � ry N N I� I �E ���ccW r I'�- Ij +on �-- E 19 + + + + 64 N Uj Z o + + t + + + t+ 2 y/ j - »-•� 315 ZQ LAJ QqC`i "aC. + + + + + + +++t++++t++t+ +++ k n +++♦+++r+++++r+♦tt t + i+++++++t t++ +++ +++t++♦+++++♦++ + + + ♦ + ♦+++t++ ++t+t+++++++ d + 32 ++i++ + + + + + + t + + + + + i t + t + Of + + + ♦ + + + + + + ♦ + + t ♦ + + + + + + + + + + + + + + + + z + + + + t + ♦ t + + t + + + + t + + + + ♦ ♦ ♦ + t f + + + + + + + + + + ++ + + + + +3 Y + + /+ + + + + ♦ + + + t + •I I �•' '.•! 'II '34 jI , jj ' �b_ t4,is34t,.6. ' ' SI' ' •• .w�. `�5.:!2 ; 2 2 L t + + + + + + + + + + + + ` U r. QC - -7) ; + i + t t + + + + + + + + + + + + i + + + + + + t ++ + + + + + t + t + + ♦ + + + ♦ i + + + + + + + + i + + i ♦ +i + t t if + + t+♦ ++ ++++ + + +t++ ++t t+t ++ t +++ ♦ t + +t + + + + + + + + + + + + + + + t + + + + + + + + + t + + + + + + ♦ + + + + + +++♦t+it+++++++t+♦ +ttttt+++++++ +++ t + � ++++ + ♦♦+++ + + + I ++++++++ + t + + + + + + + i ++L+ + + + ♦ + + + + ♦ + + + + + + ♦ + + +i+t+++++tt++tt++++ `F'+�+f+++++++++++++++++++++++++ tt+t+++ttt+ritt+ t+ ++ i+++Yt + +t ++ +t +t +t++t++++ 87 n Tn + t t t ♦ t ♦ + + t+++++t XlCTtifp+f++++++t + + + + t + + + f t + + + i + + f t + + + tt+ + + tt+4+f}++f+ 4 2 t t +f t tt +t+ ++t tt + t f +t + + + t t t ♦ t t t ♦ f + t + ++ + + ++ + + + 7 a 51 + ♦ ++ + ++ � +++ ♦ + + + t + + +++ t + + + + + + + +t++ t++ C ` 1 oc'G.3. ♦+ + ♦ t ♦ + t + + + ++ + + t + ♦ +i+ +♦ +t if ++++ +++++++++♦+ ++ ++ + ++ ++ ++ t 2212_77J7 aI . 4 ..'.f.,.1.-✓.r y - 3i1 , n9 + + + + + I S + t+t i+ i+tt+ t +++t+++t♦i++++++♦♦tt++++++++++++++'RACT 'NI 271 + ♦ i t + + + t + ♦ + t ♦ + f+++++++t++++ft+++t+++++ +++t+++ •11, ++ + ++t++ +++TRACT D + + ♦ + + + + ♦ ♦ + + ♦ ♦ t + + + +.+ + + i + + + + + t t ++ + t t+ t +t + t+f++ + f t + + i + + + t t t f t t t t t + + + 375 ♦++++++++♦++♦+t++++++t♦t ♦. ONA t + t t + + t t + + f f t f t + t ♦ f + + + f + + TRACT 'D'+ ++++++♦+++♦++++++ + ++♦++++++++++++++++ 9 93 ri+l• 1 =r• CRATI » r + t + + + + + + + + + + + f H + t + + + i T ++ + ++ + f t + ++ + + ++ ++ f 92 + +�+ + ANDS .60 11S' �. A j - 216 217 218.oil 4' r-:' Z17 r '•� L75 A, -� W.... - TRACit T 90 t2 I Icm�- I � I' • , , - - j 1 Nn 2, I• I , I� I I� ,5 I RRR�, b, ( 701 � Fr F _--_AI I ,5 I I ( 3J t3 I i I 92 21 I j 23 •.'24 I �4l�- ( ,.4 i I k 102 II �, B, _ f . •,'.. •'•• •. •, • ' .. 2 I I1 !l1 SILVER LAKES 1911 PARK E�' t . � Ie. 1 ,� REPOT} I ,a L_� -I- Ia_ I L____ J I PB 46 PGS 54-62 !i I I - E62 IN I 1 ( I tt 1S I I 4o i I�1I 9s 1r�1 I I U - 'POND -4• M::270 I �7 - 3 t0000 1a06 `` es E.m 9t 20 121 12 I I 1 I ' I F4 IF 52 51 , [12 ' I i 1" 4 I 99 -2 I �' y 9 ff k 'ate s, I I \ I I 13 175 I 00 2257 V y TRACT 6 � � ( �' .. 1{.' El169 , It 7 17S E• . cy a 544 • W 47 ' �y I 44 1 434'8 �T- 3tS SS �1 30 29 (-)�" 25 2l 23 Y2 21' jd lQ 16. i7 - W ' NOT (a INCLUDED I' 1 rmi _ SITE DATA NOTES LEGAL DESCRIPTION 1. TAX PARCEL NUMBERS: LOTS 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, AND 40, PALM HAMMOCK ALLOTMENT, AS PER PLA 17-20-31-5AZ-0000-0290 17-20-31-5AZ-0000-0360 THEREOF RECORDED IN PLAT BOOK 1, PAGES 104 AND 105, OF THE PUBLIC RECORDS OF SEMINOLE 73 17-20-31-5AZ-0000-029A 17-20-31-5AZ-0000-0380 COUNTY, FLORIDA. 17-20-31-5AZ-0000-0300 17-20-31-5AZ-OD00-0390 17-20-31-5AZ-0000-0330 17-20-31-5AZ-0000-0400 TOGETHER WITH PLATTED RIGHT OF WAY ADJACENT TO LOTS 29, 30, 33, 34. 37. ALSO WITH THE fzt 17-20-31-5AZ-0000-033A 17-20-31-300-0030-0000 PLATTED RIGHT OF WAY BETWEEN LOTS 31 AND 35, ALSO BETWEEN 32 AND 36, ALSO THE ABANDON 17-20-31-5AZ-0000-034A 17-20-31-300-003A-0000 RAILROAD RIGHT OF WAY RUNNING THROUGH SAID LOTS. 17-20-31-5AZ-0000-0348 17-20-31-300-006A-0000 17-20-31-5AZ-0000-0350 ALSO THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 2( 17-20--31-5AZ-0000-035A SOUTH, RANGE 31. 2. TOTAL SITE AREA: 128.59 AC. LESS: I A PARCEL OF LAND LYING IN THE SOUTHWEST CORNER OF LOT 37, PALM HAMMOCK ALLOTMENT, AS 3. EXISTING ZONING: PO RECORDED IN PLAT BOOK 1, PAGES 104 AND 105, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, 4. PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL FLORIDA. DESCRIBED AS FOLLOWS: BEGINNING AT THE WEST 1/4 CORNER OF SECTION 17, TOWNSHIP 2 SOUTH, RANGE 31 EAST, RUN NORTH 01'39' WEST 585 FEET ALONG THE WEST LINE OF SAID SECTION 5. MINIMUM SINGLE FAMILY LOT SIZE: 40' x 115' (4600 S.F.) 17 FOR A CORNER, THENCE SOUTH 87'35' EAST, 113 FEET TO AN IRON PIN FOR A CORNER, THENCE 6 v SOUTH 68'05' EAST, 248 FEET TO AN IRON PIN FOR A CORNER, THENCE SOUTH 00'55' EAST, 312 6. TOTAL SINGLE FAMILY LOTS PROPOSED: 375 FEET TO AN IRON PIN FOR A CORNER, THENCE SOUTH 49'45' EAST, 82 FEET TO AN IRON PIN FOR A TOTAL 40' WIDE LOTS - 104 CORNER THENCE SOUTH 15'45' EAST, 53 FEET TO AN IRON PIN FOR A CORNER. THENCE SOUTH 01'35' TOTAL 00' WIDE LOTS = 209 EAST, 60 FLLI IP A POINT ON THE CENIERLINF OF PINE WAY FOR A CORNER, IHENCE SOUTH 88315' TOTAL 75' WIDE LOTS - 12 WEST, 410 FEET ALONG SAID CENTERLINE OF PINE WAY TO A POINT OF BEGINNING. LESS THE WEST 2( FEET AND THE SOUTH 20 FEET FOR ROADWAYS. MORE ACCURATELY DESCRIBED AS: BEGINNING AT THI 7. SINGLE FAMILY BUILDING SETBACKS: WEST 1/4 CORNER OF SECTION 17, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORID FRONT: 25' RUN NORTH 88'25' EAST. ALONG THE SOUTH UNE OF THE NORTHWEST 1/4 OF SAID SECTION 17 AND t�' - REAR: 20' THE CENTERLINE OF PINE WAY, 410 FEET; THENCE NORTH 01'35' WEST 60 FEET; THENCE NORTH SIDE: 5' FOR 40' LOT; 7.5' FOR 60' LOT; 10' FOR 75' LOT 16'01'09" WEST 53 FEET; THENCE NORTH 50.01'05" WEST, 82 FEET; THENCE NORTH 01'06'45" WEST U SIDE STREET: 25' 312 FEET; THENCE NORTH 68'16'45" WEST 248 FEET; THENCE NORTH 86'46'07" WEST 109.18 FEET TO 4 w�C 1 THE WEST LINE OF SAID NORTHWEST 1/4; THENCE SOUTH 01'26'35" EAST 585 FEET TO THE POINT OF 8. NET DENSITY: BEGINNING. LESS THE WEST 20 FEET AND THE SOUTH 20 FEET FOR ROADWAYS. 4 MAXIMUM ALLOWABLE NET DENSITY - 6 DU/AC. Shect PROPOSED NET DENSITY = li OF LOTS / NET BUILDABLE AREA ALSO LESS THE ADDITIONAL RIGHT OF WAY FOR PINE WAY. NET BUILDABLE AREA - TOTAL AREA - WETLANDS - ROW - RAILROAD ROW - DEDICATED ROW SAID LANDS BEING MORE PARTICULAR DESCRIBED AS FOLLOWS: NET BUILDABLE AREA - 128.59 AC. - 19.72 AC. - 18.71 AC. - 0.19 AC. - 0.72 AC.- 89.25 AC. COMMENCING AT THE CENTER OF SECTION 17, TOWNSHIP 20 SOUTH, RANGE 30 EAST; THENCE RUN PROPOSED NET DENSITY - 375 TOTAL LOTS / 89.25 AC. - 4.20 DU/AC. N.00'19'09"W. ALONG THE EAST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 17 , A DISTANCE OF 40,00 FEET; THENCE S.89'48'54'W.. A DISTANCE OF 25.00 FEET TO A POINT ON THE NORTH 9. PROVIDED OPEN SPACE: RIGHT-OF-WAY UNE OF PINE WAY AND THE WEST RIGHT-OF-WAY LINE OF PENNSYLVANIA AVENUE, WETLANDS AND CONSERVATION AREA: 19.72 AC. SAID POINT ALSO BEING THE POINT OF BEGINNING, THENCE CONTINUE WESTERLY ALONG SAID U NE, A IN RIGHT OF WAY: 5.24 AC. DISTANCE OF 631.60 FEET; THENCE RUN S.00'18'39"W. ALONG SAID LINE, A DISTANCE OF 20.00 FEET; RETENTION AREA/OPEN SPACE: 21.43 AC. THENCE RUN S.89'48'54"W. ALONG SAID LINE, A DISTANCE OF 1559.91 FEET; THENCE N.00'25'34"W.. A RECREATION/PARK: 4.26 AC. DISTANCE OF 41.72 FEET; THENCE N.14'51'43"W., A DISTANCE OF 53.00 FEET; THENCE N.48'51'39"W., WALL / LANDSCAPE BUFFER: 2.12 AC. DISTANCE OF 82.00 FEET; THENCE N.00'02'41'E.. A DISTANCE OF 312.00 FEET: THENCE N.67'07'19"W., A DISTANCE OF 248.00 FEET; THENCE N.85'36'41"W., A DISTANCE OF 89.11 FEET TO A POINT ON THE TOTAL OPEN SPACE: 52.77 AC. (41.04%) WEST RIGHT-OF-WAY LINE OF INGRAM AVENUE; THENCE N.0017'10"W. ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 740.87 FEET; THENCE S.89'47'24"W., A DISTANCE OF 20.00 FEET TO A POINT 01 10. PER FIRM MAP PANEL NO'S. 12117CO090 F AND 1211700180 F, DATED THE WEST LINE OF SAID NORTHWEST 1/4; THENCE N,00'17'10"W., A DISTANCE OF 662.13 FEET; THENCI SEPTEMBER 28, 2007, NO PORTION OF THE SITE IS LOCATED WITHIN THE N.89'46'40"E., A DISTANCE OF 1,312.64 FEET TO A POINT ON THE WEST LINE OF PALM HAMMOCK 10D YEAR FLOOD HAZARD AREA. THE SITE IS DESIGNATED FLOOD ALLOTMENT, AS RECORDED IN PLAT BOOK 1. PAGES 104 AND 105, OF THE PUBLIC RECORDS OF ZONE X. SEMINOLE COUNTY, FLORIDA; THENCE N.00'18'09"W. ALONG SAID WEST LINE, A DISTANCE OF 642.43 11. ANY WETLAND AND/OR WETLAND BUFFFR IMPACTS WILT_ BF MITICAT;-D FEET; THENCE N.89'45'53"E.. A DISTANCE OF 656.23 FEET; THENCE N.0018'390W., A DISTANCE OF THROUGH S,J.R.W.M.D. 20.00 FEtf; THENCE N.8945S3t., A UBJIAN(:E OF 414.36 FEET TO A POINT ON A CURVE CONCAVE TO THE NORTHEAST WITH A RADIUS OF 1081.45 FEET. SAID POINT BEING ON THE SOUTHERLY 12. WATER. SEWER, AND REUSE WATER ARE TO BE PROVIDED BY THE CITY OF RIGHT-OF-WAY UNE OF EAST LAKE MARY BOULEVARD; THENCE FROM A RADIAL BEARING OF SANFORD. N.31'47'15"E. RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE AND SAID RIGHT-OF-WAY THROUGH A CENTRAL ANG(F OF 10'31[72 AND AN ARC DISTANCF OF 1q- R-51 FFFT TO A POINT ON TH 13. REQUIRED WATER CAPACITY: 375 LOTS O 350 GPD - 131,250 GPD WESTERLY RIGHT-OF-WAY LINE OF BRISSON AVENUE PER EAST LAKE MARY BOULEVARD REQUIRED SEWER CAPACITY: 375 LOTS O 300 GPD - 112,500 GPD RIGHT-OF-WAY MAP; THENCE S.00'19'09"E., A DISTANCE OF 89.89 FEET; THENCE S.89'40'51"W., A DISTANCE OF 260.00 FEET; THENCE S.0019'09"E., A DISTANCE OF 425.00 FEET; THENCE N.89'40'51 "E. 14. SOLID WASTE DISPOSAL FOR THIS DEVELOPMENT SHALL A DISTANCE OF 300.00 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF PENNSYLVANIA BE INDIVIDUAL CURB SIDE PICK-UP PROVIDED BY THE CITY OF SANFORD. AVENUE; THENCE S.00'19'09"E. ALONG SAID RIGHT-OF-WAY UNE, A DISTANCE OF 2,006.70 FEET TO THE POINT OF BEGINNING. 15. FIRE PROTECTION TO BE PROVIDED BY THE CITY OF SANFORD. CONTAINING 5,601,352.79 SQUARE FEET OR 128.5931 ACRES, MORE OR LESS. 16. THE SITE IS NOT LOCATED WITHIN A WELLFIELD PROTECTION ZONE. 17. THE SITE IS NOT LOCATED WITHIN AN AQUIFER RECHARGE AREA. 18. BRISSON AVE WILL BE IMPROVED TO COUNTY STANDARDS FROM LAKE MARY BLVD. TO PROJECT ENTRANCE. [�' CONDITIONS OF APPROVAL 19. VISITOR PARKING IN SINGLE FAMILY SECTION; 6 SPACES PROVIDED AT MAIL KIOSK 20. ROAD NAMES ARE PRELIMINARY AND ARE SUBJECT TO CHANGE. 1. PINE WAY BUFFER PLAN - 75' LOT WIDTH MINIMUM ALONG PINE WAY, MINIMUM 10' SIDE YARD SETBACKS, SINGLE STORY, 50' OPEN SPACE/BUFFER OUTSIDE WALL, PLUS SETBACKS, 6' HIGH 21. EXISTING WELLS TO BE ABANDONED PER CHAPTER 4OC-3 OF THE BRICK WALL, OPAQUE BEHIND RESIDENCES, DECORATIVE ALUMINUM WITH BRICK PILLARS AT FLORIDA ADMINISTRATIVE CODE RETENTION AREAS. (NOTE: NO LOTS ARE ADJACENT TO PINE WAY, ONLY POND WHICH PROVIDES A LARGE BUFFER.) 22. ALL SINGLE FAMILY LOTS ADJACENT TO BRISSON AVE. ARE TO BE 2.BR)SSON BUFFER PLAN - SOUTH OF ROAD A INTERSECTION WITH BRISSON AVE. - 75' LOT WIDTH 1 STORY. MINIMUM ALONG BRISSON AVENUE, MINIMUM 10' SIDE YARD SETBACKS, SINGLE STORY, 15' OPEN SPACE/BUFFER OUTSIDE WALL, PLUS SETBACKS, 6' HIGH BRICK WALL AT FLOOR GRADE, OPAQUE 23. A 10 FOOT UTILITY EASEMENT TO BE DEDICATED ALONG THE ROW BEHIND RESIDENCES, DECORATIVE ALUMINUM WITH BRICK PILLARS AT RETENTION AREAS. IF CITY FRONTAGE OF ALL LOTS. STAFF AND OWNER'S ENGINEER AGREE SPECIMEN TREES CAN BE SAVED. OWNER WILL USE BEST 24. AN AIRPORT AVIGAIIUN EASEMENT SHALL BE PROVIDED UVER THE ENTIRE EFFORTS TO KEEP ADDITIONAL BUFFER. 31ANDSCAPE - EQUAL TO OR EXCEED THE SPECIFICATIONS PROVIDED TO THE KAYS LANDING SITE. SUBDIVISION. 25. POWER FEES FOR THE STREETLIGHTS WILL BE PAID FOR BY THE 4.MAIL KIOSKS WITH PARKING - COORDINATE LOCATION AND TYPE WITH UNITED STATES POST HOMEOWNERS ASSOCIATION. OFFICE AUTHORITIES. 5.RECREATION/AIR CONDITIONED COMMUNITY MEETING FACILITIES TO BE INSTALLED. 26. ALL UTILITY EXPENSE GERMANE TO THE OPERATION OF STREET 6.WATER, SEWER AND RECLAIMED - STUB OUT AT PINEWAY (See Note 7). ILLUMINATION WITHIN THE SUBDIVISION SHALL REMAIN THE EXCLUSIVE 7.PROPERTY OWNER AT SOUTHWEST CORNER OF SITE - PROVIDE W HIGH WALL - OPAQUE ALONG RESPONSIBILITY OF THE SUB DIVIDER, SUCCESSORS AND ASSIGNS. NORTH AND OPAQUE OR DECORATIVE ALONG EAST AS DESIRED BY ADJACENT PROPERTY OWNER; ALSO STUB OUT UTILITIES (WATER, SEWER AND RECLAIMED WATER) FOR EXISTING RESIDENCE. 27. ALL STREET LIGHTS WILL BE MAINTAINED BY THE HOMEOWNERS &HOMEOWNER'S ASSOCIATION DECLARATIONS, RESTRICTIVE COVENANTS, CONDITIONS AND EASEMENTS ASSOCIATION. DOCUMENT (NTH THE CITY HAVING ENFORCEMENT POWERS) SHALL PROVIDE FOR THE FOLLOWING RESTRICTIONS- A) 20% MAXIMUM RENTAL LEVEL IN SINGLE FAMILY RESIDENTIAL; B) 28. STEMWALL CONSTRUCTION WILL BE REQUIRED ON ALL LOTS WITH 7.5 FOOT NO ON STREET PARKING OR PARKING IN RIGHTS-OF-WAY ALLOWED AT ANYTIME; C) MAXIMUM OF SIDE YARD SETBACKS. INCLUDING CORNER LOTS. 2 COMMUNITY -WIDE GARAGE SALES PER YEAR; D) HOMEOWNER'S ASSOCIATION SHALL MAINTAIN (GIVEN THE LIMITED GRADE RELIEF FOR THIS SITE, A REQUEST IS MADE ALL OPEN SPACES/BUFFERS INCLUDING ALL RIGHTS-OF-WAY ADJACENT TO THE DEVELOPMENT;. TO ALLOW SLAB ON GRADE CONSTRUCTION FOR THIS SITE,) E) RAILROAD RIGHT-OF-WAY LOCATION SHALL BE DEPICTED ON THE FACE OF PLAT ALONG WITH 29. SIDEWALKS FRONTING COMMON AREAS AND ADJACENT TO LOT LINES WITH PLAT NOTES TO ENSURE DISCLOSURE WITH THE RAILROAD SPUR BEING SHOWN AS TRACT J SHALL NON -VEHICULAR EASEMENTS SHALL BE CONSTRUCTED WITH THE COMMON TO DISCLOSE THAT TRACT TO POTENTIAL BUYERS. INFRASTRUCTURE. SIDEWALKS ON OTHER LOT FRONTAGE MAY BE 9.THE OWNER/DEVELOPER SHALL USE BEST EFFORTS TO OBTAIN WRITTEN ACCEPTANCE FROM CSX CONSTRUCTED AT THE TIME OF INDIVIDUAL HOUSE CONSTRUCTION ON TRANSPORTATION REGARDING ACCESS TO RAILROAD RIGHT-OF-WAY AND SUBDIVISION DESIGN OR THOSE LOTS. TO OBTAIN TITLE TO SAME. 30. A/C UNITS SHALL BE LOCATED AT THE REAR OF STRUCTURES ON LOTS 10.MINIMUM 5' SIDEWALK CONNECTING PINE WAY AND LAKE MARY BOULEVARD, PIPE DITCH UNLESS STAFF AND OWNER'S ENGINEER REASONABLY BELIEVE SPECIMEN TREES ALONG BRISSON AVENUE WITH LESS THAN A 10 -FOOT SETBACK. CAN BE SAVED. 31. Signage for the Subdivision will require separate permit (Maximum area 11•ALL PROPERTIES WITHIN THE PO SHALL BE SUBJECT TO AN AIRPORT AVIGATION EASEMENT IN A 16 S.F.). FORM ACCEPTABLE TO THE CITY WHICH SHALL BE NOTED ON ALL PLATS AND OTHER DOCUMENTS RELATING TO THE PD. 12.EN FRANCE SHALL HAVE 20' MINIMUM ON BOTH SIDES OF ISLAND. 13.ENTRANCE ON BRISSON SHALL BE IN ALIGNMENT WITH BRISSON EAST PROJECT. 14.8US SHELTER ON OR ADJACENT TO SITE WITH COORDINATION WITH SEMINOLE COUNTY SCHOOL DISTRICT. 15.LANDSCAPE AND HARDSCAPE PLAN FOR THE NORTHEAST AREA OF THE DEVELOPMENT SHALL BE PROVIDED DI -RING SUBDIVISION IMPROVEMENT PLAN (SIP) REVIEW PROCESS. 16.PHASING PLANS SHALL BE REVIEWED AND APPROVED DURING THE SIP REVIEW PROCESS. 17.STREET NAMES SHALL BE SUBJECT TO REVIEW AND APPROVAL BY CITY STAFF IN ACCORDANCE WITH E-911 STANDARDS. 18.RIGHT-OF-WAY DEDICATIONS OF EASEMENTS SHALL BE PROVIDED ALONG PINE WAY AND BRISSON AVENUE AS REQUIRED BY SEMINOLE COUNTY OR THE CITY OF SANFORD. 19.NO BUILDING PERMITS WILL BE ISSUED FOR VERTICAL CONSTRUCTION (RESIDENCES OR COMMUNITY AMENITIES) UNTIL ALL REQUIRED SITE IMPROVEMENTS FOR EACH PHASE HAVE BEEN COMPLETED. A MODEL CENTER MAY BE CONSIDERED FOR AWARD OF A BUILDING PERMIT BY CITY STAFF AS AN EXCEPTION BASED UPON A TOTALITY OF THE STATUS OF THE DEVELOPMENT AND COMPLIANCE ISSUES. rNOTE: FOR SIGNAGE AND STRIPING DETAILS SEE SHEET 45, DETAIL 212 Terc_ 1 '+•��f'•t't'#.'4 '4�++,MC.v.'+•'r'.+..� t•'r +.r •#. + r { + +•.} 2 RECRATI �aJ + + + + + + t+ + + + a2 0 �a I i + c �•+t f 4- + � � � 8 ' I + + L +7+%7*. + INCyto �,v•+++ +'+ i +.'+ .'t . t .+ .+' .t ZI ,•.+ V *._ 4 + }. i+ i f ' ' ' t' '+ •+' rt i•' + t + t 4 � '� N A � w Fy r.+r +' w- t 1 I I' DRAcN,r I. t ' S51 I O CLOD _ CD Sa cn . Q orz C) 1 � ry N N I� I �E ���ccW r I'�- Ij +on �-- E 19 + + + + 64 N Uj Z o + + t + + + t+ 2 y/ j - »-•� 315 ZQ LAJ QqC`i "aC. + + + + + + +++t++++t++t+ +++ k n +++♦+++r+++++r+♦tt t + i+++++++t t++ +++ +++t++♦+++++♦++ + + + ♦ + ♦+++t++ ++t+t+++++++ d + 32 ++i++ + + + + + + t + + + + + i t + t + Of + + + ♦ + + + + + + ♦ + + t ♦ + + + + + + + + + + + + + + + + z + + + + t + ♦ t + + t + + + + t + + + + ♦ ♦ ♦ + t f + + + + + + + + + + ++ + + + + +3 Y + + /+ + + + + ♦ + + + t + •I I �•' '.•! 'II '34 jI , jj ' �b_ t4,is34t,.6. ' ' SI' ' •• .w�. `�5.:!2 ; 2 2 L t + + + + + + + + + + + + ` U r. QC - -7) ; + i + t t + + + + + + + + + + + + i + + + + + + t ++ + + + + + t + t + + ♦ + + + ♦ i + + + + + + + + i + + i ♦ +i + t t if + + t+♦ ++ ++++ + + +t++ ++t t+t ++ t +++ ♦ t + +t + + + + + + + + + + + + + + + t + + + + + + + + + t + + + + + + ♦ + + + + + +++♦t+it+++++++t+♦ +ttttt+++++++ +++ t + � ++++ + ♦♦+++ + + + I ++++++++ + t + + + + + + + i ++L+ + + + ♦ + + + + ♦ + + + + + + ♦ + + +i+t+++++tt++tt++++ `F'+�+f+++++++++++++++++++++++++ tt+t+++ttt+ritt+ t+ ++ i+++Yt + +t ++ +t +t +t++t++++ 87 n Tn + t t t ♦ t ♦ + + t+++++t XlCTtifp+f++++++t + + + + t + + + f t + + + i + + f t + + + tt+ + + tt+4+f}++f+ 4 2 t t +f t tt +t+ ++t tt + t f +t + + + t t t ♦ t t t ♦ f + t + ++ + + ++ + + + 7 a 51 + ♦ ++ + ++ � +++ ♦ + + + t + + +++ t + + + + + + + +t++ t++ C ` 1 oc'G.3. ♦+ + ♦ t ♦ + t + + + ++ + + t + ♦ +i+ +♦ +t if ++++ +++++++++♦+ ++ ++ + ++ ++ ++ t 2212_77J7 aI . 4 ..'.f.,.1.-✓.r y - 3i1 , n9 + + + + + I S + t+t i+ i+tt+ t +++t+++t♦i++++++♦♦tt++++++++++++++'RACT 'NI 271 + ♦ i t + + + t + ♦ + t ♦ + f+++++++t++++ft+++t+++++ +++t+++ •11, ++ + ++t++ +++TRACT D + + ♦ + + + + ♦ ♦ + + ♦ ♦ t + + + +.+ + + i + + + + + t t ++ + t t+ t +t + t+f++ + f t + + i + + + t t t f t t t t t + + + 375 ♦++++++++♦++♦+t++++++t♦t ♦. ONA t + t t + + t t + + f f t f t + t ♦ f + + + f + + TRACT 'D'+ ++++++♦+++♦++++++ + ++♦++++++++++++++++ 9 93 ri+l• 1 =r• CRATI » r + t + + + + + + + + + + + f H + t + + + i T ++ + ++ + f t + ++ + + ++ ++ f 92 + +�+ + ANDS .60 11S' �. A j - 216 217 218.oil 4' r-:' Z17 r '•� L75 A, -� W.... - TRACit T 90 t2 I Icm�- I � I' • , , - - j 1 Nn 2, I• I , I� I I� ,5 I RRR�, b, ( 701 � Fr F _--_AI I ,5 I I ( 3J t3 I i I 92 21 I j 23 •.'24 I �4l�- ( ,.4 i I k 102 II �, B, _ f . •,'.. •'•• •. •, • ' .. 2 I I1 !l1 SILVER LAKES 1911 PARK E�' t . � Ie. 1 ,� REPOT} I ,a L_� -I- Ia_ I L____ J I PB 46 PGS 54-62 !i I I - E62 IN I 1 ( I tt 1S I I 4o i I�1I 9s 1r�1 I I U - 'POND -4• M::270 I �7 - 3 t0000 1a06 `` es E.m 9t 20 121 12 I I 1 I ' I F4 IF 52 51 , [12 ' I i 1" 4 I 99 -2 I �' y 9 ff k 'ate s, I I \ I I 13 175 I 00 2257 V y TRACT 6 � � ( �' .. 1{.' El169 , It 7 17S E• . cy a 544 • W 47 ' �y I 44 1 434'8 �T- 3tS SS �1 30 29 (-)�" 25 2l 23 Y2 21' jd lQ 16. i7 - W ' NOT (a INCLUDED I' 1 rmi _ 73 u 1 fzt C, z �II1/1 •7 M I IL - b 6 v '� ,max, • O .� n O L7 N a t�' - .--•1 It v U ----- 4 w�C 1 u cd 4 J��DING Shect 7 48 SANFo'gr, �FPAR� K Ab ft Ab' w CG DIMENSIONS AND QUANTITIES M 5f CONCRETE SLAB (CY) SODDING (SQ. YDS.) D X A B C E F G Single Double T • Quad N Single Double T to Quad. Single Double Triple Quad. See General Note Na 3. pipe Pipe Pipe I Pipe Pipe I Pipe Pipe Pipe Pipe Pips I Pips Pipe See Sheet 5 Of 6 For r Slab Quantities 47 1 s 35 14' 3� 4 # 4 BAR FOR VERTICAE REINFORCING 2 lip 0.81 2A1 2a 2:1 - 011 - rt JA 7W 12 3 � � _97 82 1 B E SPLIT FACE BLOCK a o A 6.42' A 6.25' Dimensions permitted to allow use of 6' standard pipe lengths. �+ Slow"*Rftv___ lid 010.40 1 34' O 10.10' Dirrrensions permitted to allow use of 12' standard pipe lengths. \_12" USNTRRIP FORCED OOcrate slab shall be deepened to form bridge across crown of pipe. Sea section below. TSRALL CELLS TO FILLED WITH CONCRETE 7171 „ ' Beveled or Roane Comer t° sod ,e -Beveled Or Round Comers in 4" THICK SPLIT FACE CAP BLOCK d A 4" CONNECTION PER MANFACTURES F 1-6. RECOMMENDATIONS DECORATIVE ALUMINIMU FENCING 2 WWF JOINT REINFORCEMENT 2 x REINIt FORC NGFOR VERTICES --� o Cancnte Stab, 3' orWF Thick. - - - cin .0 c -' R•inforcad With Wxa-w1.4M.4 �' / a WWF JOINT REINFORCEMENT o a TOP VIEW -SINGLE PIPE a �� n -,o M J, i CD rz pope in MY 3'X3'X8" CONCRETE FOUNDATION L.Lj_ W%riso sea DNPss Around a�!• ` • ' .: t B Concrete Slab 3 Or S� Thtck, ;p » »CH WAY013"CTR'S c o Q Edge of Pipe For SI =.. •.�12 X 4 UNREINFORCED •aC C q o x " ''• °n 1 Reinfarasd With WWF 6x6-1M.40A.4 � CONCRETE I C7 W t o Conco Q°nneC Pip' TOP VIEW -MULTIPLE PIPE 3 Stde axoh orad -Ate RETENTION POND TYPICAL FENCE SECTION ,J 1 Not Lose Than NOTE: See sheet 6 for details and notes. No Pipe ,!Dint N V Sod Unless The ser p� E *Slope: 41 Miter: 1TF� P(pe• 24,f iX lar d Smaller. Paid For Pipe Cul F To Be included Under Unit Price For Mitered End Section MITERED END SECTION 2:1 Mite. To' s For P!"pes 18' And Smaller. SECTION 1:1 Fa l�Ipas 24And Larger. N. T. S. co N! -1A Ln N W13--1 :1Two 1 12" SOLID .l MITE LiNE O.C. E.O.P. VARIES (SEE NOTE #2) ALUMINUM ARM (2 AWG) A � Q 00, r" x i C" BARRIER CURE N.T.S. 30' CONCRETE POLE c N VARIES AS REQUIRED BY PUBLIC WORKS DEPT. b 0 as a 74 vl sa M cV C4 eV eV • C 1 • •f ` U •� ', . /. j;♦ MIN. 4' .' ♦ / CONCRETE CURB 7. i;. STANDARD CONCRETE RIBBON CURES � J SECTION A—A — PARABOLIC CROWN N.T.S. �+ 1' a MIAMI CUR TAPER 1. STREET UGHT SPACING SHALL NOT EXCEED 300' AND SHALL BE LOCATED ACCORDING TO ACCEPTABLE ENGINEERING PRACTICES 2. POLE LOCATION AND ARM LENGTH ARE To BE COORDINATED WITH PAVEMENT � CROSS-SECTION. 3. DIMENSIONS S SHOWN ARE MINIMUMS. SECTION B—B SIGN DESIGNATION SIZE SIGN DESCRIPTION I St ZE W8 -1A BUMP AHEAD 30"00" W13-1(25) 21 MPH ADVISORY PLAQUE 18"fig» NOTES: 1. ADVANCED SIGNS USED ONLY FOR FIRST IN SERIES 2. WHEN 2 OR MORE BUMPS. REPLACE W8 -1A MATH WS-IA(S) (BUMPS AHEAD) F M imo V v 0 a in �i 0 BY PUBLIC WORKS DEPT. b 0 as a 74 vl sa M cV C4 eV eV • C 1 • •f ` U •� ', . /. j;♦ MIN. 4' .' ♦ / CONCRETE CURB 7. i;. STANDARD CONCRETE RIBBON CURES � J SECTION A—A — PARABOLIC CROWN N.T.S. �+ 1' a MIAMI CUR TAPER 1. STREET UGHT SPACING SHALL NOT EXCEED 300' AND SHALL BE LOCATED ACCORDING TO ACCEPTABLE ENGINEERING PRACTICES 2. POLE LOCATION AND ARM LENGTH ARE To BE COORDINATED WITH PAVEMENT � CROSS-SECTION. 3. DIMENSIONS S SHOWN ARE MINIMUMS. SECTION B—B SIGN DESIGNATION SIZE SIGN DESCRIPTION I St ZE W8 -1A BUMP AHEAD 30"00" W13-1(25) 21 MPH ADVISORY PLAQUE 18"fig» NOTES: 1. ADVANCED SIGNS USED ONLY FOR FIRST IN SERIES 2. WHEN 2 OR MORE BUMPS. REPLACE W8 -1A MATH WS-IA(S) (BUMPS AHEAD) Z f ♦/ ' / ' / ' / ''♦�KN5 STREET LIGHT STANDARD ® 0 KsTBL SPEED TABLE DETAIL c ro COMB, CONCRETE CI..JRB AND SIDEWALK N.T.S. Sheet N.T.S. 48 of 48 S K�_ A�� "" F M i NO O N W j...� ` CV irA Z f ♦/ ' / ' / ' / ''♦�KN5 STREET LIGHT STANDARD ® 0 KsTBL SPEED TABLE DETAIL c ro COMB, CONCRETE CI..JRB AND SIDEWALK N.T.S. Sheet N.T.S. 48 of 48 S K�_ A�� "" EXIST 15'-0" (TYP 4 TOP 4 BOT EO SPAGED) WALL BY OTHERS 51 CCN MALL ELEVATION SCALE: 8"=1'-O" NOTE: 2 SIGNS TOTAL INSTALLED AT THIS SITE. :"(P A30-7 THREADED ROD ANCHOR INTO a"(Px2" DRILLED HOLE PACKED w/ HILTI HIT-HY20 EPDXY (TYP AS REO'D IN ELEV) EXIST GONG HALL J" GORIAN SIGN FACE BY OTHERS EMBED STUD A MIN J" INTO J"(P DRILLED HOLE PACKED w/ HILTI HIT-HY20 EPDXY . _x.17 Svn, 1 NOTES: �tC, I IUN 56ALE: 3"=I' -O" Per Schedule K, allowed to attach two (2) two wall signs at 23 square foot each at the Brisson Avenue entrance. Signs shall be identical and shall be compatible with any landscaping, paving pattern, water feature or other design elements that comprise the entrance design. Any additional signage shall require approval by City of Sanford Planning Department. 1. WIND LOAD ASSUMPTIONS BASED ON ASCE 7-10, 5th ED FBC 2014 140 MPH REGION, RISK CAT II, EXP C. 2. CONTRACTOR IS RESPONSIBLE FOR ALL WATERPROOFING AT PENETRATIONS THRU EXIST WALL. NOTE: THIS PLAN IS NOT VALID WITHOUT ORIGINAL SIGNATURE & SEAL. 3. ANCHORS: ASTM A307 WIND DESIGN CRITERIA THREADED ROD. WIND VELOCITY 140 MPH EXPOSURE CATEGORY C 4. PRE—ENGINEERED J" THICK DESIGN PRESSURE 56.93 psf (ULT) CORIAN SIGN FACE BY 34.16 psf (ASD) OTHERS. GUST FACTOR G 0.85 5. HEIGHT OF SIGN ABOVE GRADE NOT TO EXCEED 6'-0" MAX. FORCE COEFFICIENT Cf 1.85 0E ..'\ '•.�.2j �i ff: �GENS O� .4343 •• 0 R3 Associates, LLC Rob Wassum, P.E. #43438 CA # 31177 505 Meadow Green Dr., Davenport, FL 33837 Tel: (321) 246-0595 or 321-303-6699 rob.wassum@gmail.com . www.R3Associates.com KINSINGTON RESERVE 3850 E. LAKE MARY BLVD. SANFORD. FL 32773 I FOR ONSIGHT I JO8N 17,07 ^ 1 )nrF�. sHetz. V` 5-2-17 1 OF 1 i TAX PARCEL NUMBERS: 17-20-31-5AZ-0000-0290 17- 20- 31- 5AZ- 0000- 029A 17- 20- 31- 5AZ- 0000- 0300 17- 20- 31- 5AZ- 0000- 0330 17-20- 31- 5AZ- 0000- 033A 17- 20- 31- 5AZ- 0000- 034A 17-20-31-5AZ-0000-034B 17-20-31-5AZ-0000-0350 17-20-31-5AZ-0000-035A 17-20-31-5AZ-0000-0360 17-20-31-5AZ-0000-0380 17-20-31-5AZ-0000-0390 17-20-31-5AZ-0000-0400 17- 20- 31- 300- 0030- 0000 17- 20- 31- 300- 003A- 0000 17- 20- 31- 300- 006A- 0000 NDEX GF SHEETS t FINAL NGINE RING PLANS FOR W-J-�.—j S -16- -A3 -ALR- -.Aa- S S 0 City of Sanford Planning & Dave:opment Services ASE© Approvod Construction Plans Approval of these plans is subject to specific conformance to the City of Sanford's Land DCA1elOPMent rY'�z0 tion -3 and any special conditions approved by thq Citi jt0mrjl.5,ion as may be outlined below. It is the responsibil;iy of the CITY OF ' S A f� F a R D SEMINOLE C FLORIDA developer which result yin a Ifailuree o laorr ply Iwith all 9 9 applicable City, State and Federal regulations. Approval of these plans does not -constitute a waiver of any code requirements nor does it relieve the deveioper of the responsibility to meet those requirements. This approval is EOR valid for a period of one yesr from the Gate indicated below. Approved by: Date: -LD <0 Specific conditions: 'S E T I U L,9 L C e SER N* P"7'0 RTJ 27 N. SUMMERLIN AVENUE 1 CENTRAL FLORIDA ENGINEERING CONSULTANTS, LLC--�` COVER SHEET 2&3 Civil Engineering - Land Planning TOPO• AND BOUNDARY SURVEY 4 500 North Maitland Avenue, Suite 102 Maitland, Florida 32751 SYMBOLS AND ABBREVIATIONS 5 Phone Number. (407) 599-7010 GENERAL NOTES 6 Fax Number: (407) 358-5448 PHASING PLAN 7 email: in formation Ofloridoeng.com EB No. L10000067066 SITE PLAN 8 DIMENSION PLAN 9 - 11 UTILITY PLAN 12 - 13 DRAINAGE PLAN 14 THE CIVIL DESIGN GROUPA ENVIRONMENTAL PLAN 15 - 17 GRADING PLAN 18 - 36 PLAN AND PROFILES 37 - 38 RETENTION POND PLAN 39 - 40 LIFT STATION DESIGN 41 - 43 SEWER & WATER DETAILS 44 -- 48 CONSTRUCTION DETAILS REVISED PHASE LINES (101122016) REVISED PER CITY COMMENTS (07052012) (09182012) (11072012) (02112013) (02202013) ORLANDO, FL PH (407) 328041 2929 -649-9888 VICINITY MAP CONDITIONS OF APPROVAL APPROVED UTILITIES DEPARTMENT: CITY OF SANFORD. FLORIDA THIS APPROVAL IS SUB!FCT TO SPECIFIC CONFOR:II ANCr•. TO THE CITY OF SANFORD LAND DFVF.LL'PMFNT CODE AND ANY SPECIAL R1 QUIRF,MCNTS OF THF: CITY CO%9IISSiON. IT SHALL RE THE RESPONsinrl.ITY OF 'rnz DEVELOPER TO CORRECT ANY DEFECTS IN THE PLANS OR THE FACILITY AS CONSTRUCTED WHICH RESULTS IN A FAILURE TO MEET APPLICABLE CODE REQUIREMENTS. ADkIINISTRATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT CONSTITUTE A WAIVER OF ANY CODE REQUIREMENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET THOSE REQUIRF'.NENTS. THIS SPECIFIC APPROVAL IS VALID FOR A PERIOD OF OWE YEAR FROUI THE DATE BELOW. APPROVED DATE• SPECIPIC CONDITIONS: _i f I. PINE WAY BUFFER PLAN — 75' LOT WIDTH MINIMUM ALONG PINE WAY, MINIMUM 10' SIDE YARD SETBACKS, SINGLE STORY, 50' OPEN SPACE/BUFFER OUTSIDE WALL, PLUS SETBACKS, B' HIGH BRICK WALL, OPAQUE BEHIND RESIDENCES, DECORATIVE ALUMINUM WITH BRICK PILLARS AT RETENTION AREAS ;NOTE: NO LOTS ARE ADJACENT TO PINE WAY, ONLY POND WHICH PROVIDES A LARGE BUFFER.) 2.BRISSON BUFFER PLAN — SOUTH OF ROAD A INTERSECTION WITH BRISSON AVE. — 75' LOT WIDTH MINIMUM ALONG BRISSON AVENUE, MINIMUM 10' SIDE YARD SETBACKS, SINGLE STORY, 15' OPEN SPACE/BUFFER OUTSIDE WALL, PLUS SETBACKS, 6' HIGH BRICK WALL AT FLOOR GRADE. OPAQUE BEHIND RESIDENCES, DECORATIVE ALUMINUM WITH BRICK PILLARS AT RETENTION AREAS. IF CITY STAFF AND OWNER'S ENGINEER AGREE SPECIMEN TREES CAN BE SAVED, OWNER WILL USE BEST EFFORTS TO KEEP ADDITIONAL BUFFER. 31ANDSCAPE — EQUAL TO OR EXCEED THE SPECIFICATIONS PROVIDED TO THE KAYS LANDING SUBDIVISION. 4.MAIL KIOSKS WITH PARKING — COORDINATE LOCATION AND TYPE WITH UNITED STATES POST OFFICE AUTHORITIES. 5.RECREATION/AIR CONDITIONED COMMUNITY MEETING FACILITIES TO BE INSTALLED. B.WATER, SEWER AND RECLAIMED — STUB OUT AT PINEWAY (See Note 7). 7.PROPERTY OWNER AT SOUTHWEST CORNER OF SITE — PROVIDE 6' HIGH WALL — OPAQUE ALONG NORTH AND OPAQUE OR DECORATIVE ALONG EAST AS DESIRED BY ADJACENT PROPERTY OWNER; ALSO STUB OUT UTILITIES (WATER, SEWER AND RECLAIMED WATER) FOR EXISTING RESIDENCE. &HOMEOWNER'S ASSOCIATION DECLARATIONS, RESTRICTIVE COVENANTS, CONDITIONS AND EASEMENTS DOCUMENT (WITH THE CITY AS HAVING ENFORCEMENT POWERS) SHALL PROVIDE FOR THE FOLLOWING RESTRICTIONS— A) 2071 MAXIMUM RENTAL LEVEL IN SINGLE FAMILY RESIDENTIAL; B) NO ON STREET PARKING OR PARKING IN RIGHTS—OF—WAY ALLOWED AT ANYTIME; C) MAXIMUM OF 2 COMMUNITY—WIDE GARAGE SALES PER YEAR, D) HOMEOWNER'S ASSOCIATION SHALL MAINTAIN ALL OPEN SPACES/FFUFFERS INCLUDING ALL RIGHTS—OF—WAY ADJACENT TO THE DEVELOPMENT; E) RAILROAD RIGHT—OF—WAY LOCATION SHALL BE DEPICTED ON THE FACE OF PLAT ALONG WITH PLAT NOTES TO ENSURE DISCLOSURE WITH THE RAILROAD SPUR BEING SHOWN AS TRACT J SHALL TO DISCLOSE THAT TRACT TO POTENTIAL BUYERS. 9.THE OWNER/DEVELOPER SHALL USE BEST EFFORTS TO OBTAIN WRITTEN ACCEPTANCE FROM CSX TRANSPORTATION REGARDING ACCESS TO RAILROAD RIGHT—OF—WAY AND SUBDIVISION DESIGN OR TO OBTAIN TITLE TO SAME. 10.MINIMUM 5' SIDEWALK CONNECTING PINE WAY AND LAKE MARY BOULEVARD, PIPE DITCH UNLESS STAFF AND OWNER'S ENGINEER REASONABLY BELIEVE SPECIMEN TREES ALONG BRISSON AVENUE CAN BE SAVED. 11.ALL PROPERTIES WITHIN THE PD SHALL BE SUBJECT TO AN AIRPORT AVIGATION EASEMENT IN A FORM ACCEPTABLE TO THE CITY WHICH SHALL BE NOTED ON ALL PLATS AND OTHER DOCUMENTS RELATING TO THE PD. 12.ENTRANCE SHALL HAVE 20' MINIMUM ON BOTH SIDES OF ISLAND. 13.ENTRANCE ON BRISSON SHALL BE IN ALIGNMENT WITH BRISSON EAST PROJECT. 14.BUS SHELTER ON OR ADJACENT TO SITE WITH COORDINATION WITH SEMINOLE COUNTY SCHOOL DISTRICT. 151ANDSCAPE AND HARDSCAPE PLAN FOR THE NORTHEAST AREA OF THE DEVELOPMENT SHALL BE PROVIDED DURING SUBDIVISION IMPROVEMENT PLAN (SIP) REVIEW PROCESS. 16.PHASING PLANS SHALL BE REVIEWED AND APPROVED DURING THE SIP REVIEW PROCESS. 17.STREET NAMES SHALL BE SUBJECT TO REVIEW AND APPROVAL BY CITY STAFF IN ACCORDANCE WITH E-911 STANDARDS. 18.RIGHT—OF—WAY DEDICATIONS OF EASEMENTS SHALL BE PROVIDED ALONG PINE WAY AND BRISSON AVENUE AS REQUIRED BY SEMINOLE COUNTY OR THE CITY OF SANFORD. 19.NO BUILDING PERMITS WILL BE ISSUED FOR VERTICAL CONSTRUCTION (RESIDENCES OR COMMUNITY AMENITIES) UNTIL ALL REQUIRED SITE IMPROVEMENTS FOR EACH PHASE HAVE BEEN COMPLETED. A MODEL CENTER MAY BE CONSIDERED FOR AWARD OF A BUILDING PERMIT BY CITY STAFF AS AN EXCEPTION BASED UPON A TOTALITY OF THE STATUS OF THE DEVELOPMENT AND COMPLIANCE ISSUES. Sf 0- 2�-7_) .TUN U o �Ui/ OFFICE Per Schedule K, allowed to attach two (2) two wall signs at 23 square foot each at the Brisson Avenue entrance. Signs shall be identical and shall be compatible with any landscaping, paving pattern, water feature or other design elements that comprise the entrance design. Any additional signage shall require approval by City of Sanford Planning Department. PROJECT ADDRESS: 3800 Brisson Avenue PERMIT #__._ /7— l(1 ��lJlltl{t� CENTRAL FLORIDA ENGINEERING CONSULTANTS, LLC--�` Civil Engineering - Land Planning f 500 North Maitland Avenue, Suite 102 Maitland, Florida 32751 2 Phone Number. (407) 599-7010 ( ' Fax Number: (407) 358-5448 ._ email: in formation Ofloridoeng.com EB No. L10000067066 ! PROJECT CERTIFICATION IN ASSOCIATION WI TH. THESE DRAWINGS HAVE 8 PREPARED BY CENTRAL FLOyR�I RI CONSULTANTS, LLC 500 N MAIT MAITLAND, FL 32751 PROJECT NUMBER: 2016-320.01 �- THE CIVIL DESIGN GROUPA PHONE - 407-358-5448 CERTIFI E 8 No. L10000067066 IF IN ; �; , _� - ` DATE: OCTOBER 2016 ENGINEERS • SURVEYORS • PLANNERS ORLANDO, FLORIDA { r 8 FL CERTIFICATION # 36149 MONZE 48 .. 1 SHEET NUMBER: OF ��lJlltl{t� TRACT ' D' SILVER LAKES INDUSTRIAL PARK REPLAY P8 46 POS 54-62 NOTE: FOR SIGNAGE AND STRIPING DETAILS SEE SHEET 45, DETAIL 212 IN; w' +' +.' 4. i +' 20 If ECRATI ' ••T T' SITE DATA NOTES LEGAL DESCRIPTION 1. TAX PARCEL NUMBERS: LOTS 29, 30, 31, 32, 33, 34, 35, 36, 37, 38. 39, AND 40, PALM HAMMOCK ALLOTMENT, AS PER PLA 17-20-31-5AZ-0000-0290 17-20-31-5AZ-0000-0360 THEREOF RECORDED IN PLAT BOOK 1. PAGES 104 AND 105, OF THE PUBLIC RECORDS OF SEMINOLE 0 17-20-31-5AZ-0000-029A 17-20-31-5AZ-0000-0380 COUNTY, FLORIDA. 0 17-20-31-5AZ-0000-0300 17-20-31-5AZ-0000-0390 O IK 17-20-31-5AZ-0000-0330 17-20-31-5AZ-0000-0400 TOGETHER WITH PLATTED RIGHT OF WAY ADJACENT TO LOTS 29, 30, 33, 34, 37. ALSO WITH THE 17-20-31-5AZ-0000-033A 17-20-31-300-0030-0000 PLATTED RIGHT OF WAY BETWEEN LOTS 31 AND 35, ALSO BETWEEN 32 AND 36. ALSO THE ABANDON � 17-20-31-5AZ-0000-034A 17-20-31-300-003A-0000 RAILROAD RIGHT OF WAY RUNNING THROUGH SAID LOTS. 17-20-31-5AZ-0000-0348 17-20-31-300-006A-0000 ami 17-20-31-5AZ-0000-0350 ALSO THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 2( �z 17-20--31-5AZ-0000-035A SOUTH, RANGE 31. d 2. TOTAL SITE AREA: 128.59 AC. LESS, 3. EXISTING ZONING: PO A PARCEL OF LAND LYING IN THE SOUTHWEST CORNER OF LOT 37, PALM HAMMOCK ALLOTMENT, AS RECORDED IN PLAT BOOK 1, PAGES 104 AND 105, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, 4. PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL FLORIDA, DESCRIBED AS FOLLOWS: BEGINNING AT THE WEST 1/4 CORNER OF SECTION 17, TOWNSHIP 2 SOUTH, RANGE 31 EAST, RUN NORTH 01'39' WEST 585 FEET ALONG THE WEST UNE OF SAID SECTION 5. MINIMUM SINGLE FAMILY LOT SIZE 40' x 115' (4600 S.F.) 17 FOR A CORNER, THENCE SOUTH 87'35' EAST, 113 FEET TO AN IRON PIN FOR A CORNER, THENCE e1 � r3 SOUTH 68*05' EAST, 248 FEET TO AN IRON PIN FOR A CORNER, THENCE SOUTH 00.55' EAST, 312 a S. TOTAL SINGLE FAMILY LOTS PROPOSED: 375 FEET TO AN IRON PIN FOR A CORNER, THENCE SOUTH 49'45' EAST, 82 FEET TO AN IRON PIN FOR A TOTAL 40' WIDE LOTS - 104 CORNER THENCE SOUTH 15'45' EAST, 53 FEET TO AN IRON PIN FOR A CORNER, THENCE SOUTH 01'35 TOTAL 60' WIDE LOTS - 259 EAST, 60 FEET TP A POINT ON THE CENTERLINE OF PINE WAY FOR A CORNER. THENCE SOUTH 88'25' TOTAL 75' WADE LOTS - 12 WEST, 410 FEET ALONG SAID CENTERLINE OF PINE WAY TO A POINT OF BEGINNING. LESS THE WEST 2( FEET AND THE SOUTH 20 FEET FOR ROADWAYS. MORE ACCURATELY DESCRIBED AS: BEGINNING AT THI 7. SINGLE FAMILY BUILDING SETBACKS: WEST 1/4 CORNER OF SECTION 17, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORID/ FRONT: 25' RUN NORTH 88'25' EAST, ALONG THE SOUTH UNE OF THE NORTHWEST 1/4 OF SAID SECTION 17 AND REAR: 20 NORTH O1' WEST 60 FEET, THEN NORTH THE CENTERLINE OF PINE WAY, 410 FEET; THENCE NOR 35 CE SIDE 5 FOR 40• LOT; 7.5. FOR 60'LOT; 10'FOR 75. LOT 16'01'090WEST 53 FEET; THENCE NORTH 50'01. 05w WEST. 82 FEET; THENCE NORTH 01'06'45'WEST SIDE STREET: 25' 312 FEET, THENCE NORTH 68'16'45" WEST 248 FEET; THENCE NORTH 86'46'07" WEST 109.18 FEET TO THE WEST LINE OF SAID NORTHWEST 1/4; THENCE SOUTH 01'26'35" EAST 585 FEET TO THE POINT OF 8. NET DENSITY: BEGINNING. LESS THE WEST 20 FEET AND THE SOUTH 20 FEET FOR ROADWAYS. MAXIMUM ALLOWABLE NET DENSITY - 6 DU/AC. PROPOSED NET DENSITY - # OF LOTS / NET BUILDABLE AREA ALSO LESS THE ADDITIONAL RIGHT OF WAY FOR PINE WAY. NET BUILDABLE AREA - TOTAL AREA -- WETLANDS - ROW - RAILROAD ' •t I ROW - DEDICATED ROW SAID LANDS BEING MORE PARTICULAR DESCRIBED AS FOLLOWS: NET BUILDABLE AREA - 128.59 AC. - 19.72 AC. - 18.71 AC. - 0.19 AC. - 0.72 AC.- 89.25 AC. COMMENCING AT THE CENTER OF SECTION 17. TOWNSHIP 20 SOUTH, RANGE 30 EAST; THENCE RUN L- E f4d PROPOSED NET DENSITY - 375 TOTAL LOTS / 89.25 AC. - 4.20 DU/AC. N.00'19'090W. ALONG THE EAST UNE OF THE NORTHWEST 1/4 OF SAID SECTION 17 , A DISTANCE OF N •- 40.00 FEET, THENCE S.89'48'540W.. A DISTANCE OF 25.00 FEET TO A POINT ON THE NORTH 9. PROVIDED OPEN SPACE: RIGHT-OF-WAY LINE OF PINE WAY AND THE WEST RIGHT-OF-WAY LINE OF PENNSYLVANIA AVENUE, U WETLANDS AND CONSERVATION AREA: 19.72 AC. SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE CONTINUE WESTERLY ALONG SAID UNE, A I r IN RIGHT OF WAY: 5.24 AC. DISTANCE OF 631.60 FEET; THENCE RUN 5.0018'39"W. ALONG SAID LINE. A DISTANCE OF 20.00 FEET; • RETENTION AREA/OPEN SPACE: 21.43 AC. THENCE RUN S.89'48'54"W. ALONG SAID LINE, A DISTANCE OF 1559.91 FEET; THENCE N.0075'34"W., A I RECREATION/PARK: 4.26 AC. DISTANCE OF 41.72 FEET; THENCE N.14 -51'43"W., A DISTANCE OF 53.00 FEET, THENCE N.48'51'39"W., WALL / LANDSCAPE BUFFER: 2.12 AC. DISTANCE OF 82.00 FEET; THENCE N.00'02'41"E., A DISTANCE OF 312.00 FEET; THENCE N.67'07'19"W.. A. DISTANCE OF 248.00 FEET; THENCE N.85'36'41"W., A DISTANCE OF 89.11 FEET TO A POINT ON THE C • I E TOTAL OPEN SPACE 52.77 AC. (41.04X) WEST RIGHT-OF-WAY UNE OF INGRAM AVENUE; THENCE N.00'17'10"W. ALONG SAID RIGHT-OF-WAY LINE. A DISTANCE OF 740.87 FEET; THENCE S.89'47'24"W., A DISTANCE OF 20.00 FEET TO A POINT 01 IW I 10. AP PANEL NO'S. 1211700090 F AND 1211700180 F, DATED PER FIRM MAP ANE 1 E WEST LINE OF SAID NORTN.00-17-10-W..THENCE N.00'17'10".. A DISTANCE OF 662.13 FEET; THENC I THE _o SEPTEMBER SNO PORTION OF THE SITE LOCATED WITHIN THE EPYEAR N.89'46'40"E., A DISTANCE OF 1,312.64 FEET TO A POINT ON THE WEST LINE OF PALM HAMMOCK V 100 FLOOD HAZARD AREA. THE SITE IS DESIGNATED FLOOD ALLOTMENT, AS RECORDED IN PLAT BOOK 1, PAGES 104 AND 105, OF THE PUBLIC RECORDS OF e d �C o �z L ZONE X. SEMINOLE COUNTY, FLORIDA; THENCE N.00'18'09"W. ALONG SAID WEST LINE, A DISTANCE OF 642.43 11. ANY WETLAND AND/OR WETLAND BUFFER IMPACTS WILL BE MIflGAT'ED FEET; THENCE N.89'45'53"E., A DISTANCE OF 656.23 FEET; THENCE N.00'18'39W.. A DISTANCE OF V `" THROUGH SA.R.W.M.D. 20.00 FEET; THENCE N.89'45'53" E.. A DISTANCE OF 414.36 FEET TO A POINT ON A CURVE CONCAVE Li w TO THE NORTHEAST WITH A RADIUS OF 1081.45 FEET, SAID POINT BEING ON THE SOUTHERLY 12. WATER, SEWER. AND REUSE WATER ARE TO BE PROVIDED BY THE CITY OF RIGHT-OF-WAY LINE OF EAST LAKE MARY BOULEVARD; THENCE FROM A RADIAL BEARING OF c 0 SANFORD. N,31'47'15"E. RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE AND SAID RIGHT-OF-WAY W THROUGH A CENTRAL ANGLE OF 10'31'02" AND AN ARC DISTANCE OF 198.51 FEET TO A POINT ON TH c•..� 13. REQUIRED WATER CAPACITY: 375 LOTS O 350 GPD - 131.250 GPD WESTERLY RIGHT-OF-WAY LINE OF BRISSON AVENUE PER EAST LAKE MARY BOULEVARD REQUIRED SEWER CAPACITY 375 LOTS O 300 GPD - 112,500 GPD RIGHT-OF-WAY MAP; THENCE S.00'19'09"E.. A DISTANCE OF 89.89 FEET; THENCE S.89'40'51"W.. A DISTANCE OF 250.00 FEET; THENCE S.00'19'09"E., A DISTANCE OF 425.00 FEET; THENCE N.89'40'51"E. 14. SOLID WASTE DISPOSAL FOR THIS DEVELOPMENT SHALL A DISTANCE OF 300.00 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF PENNSYLVANIA BE INDIVIDUAL CURB SIDE PICK-UP PROVIDED BY THE CITY OF SANFORD. AVENUE; THENCE S.00'19'09"E. ALONG SAID RIGHT-OF-WAY UNE, A DISTANCE OF 2,006.70 FEET TO Per Schedule K, allowed to attach two (2) two wall ' signs at 23 square foot each at the Brisson Avenue THE POINT OF BEGINNING. compatible 15. FIRE PROTECTION TO BE PROVIDED BY THE CITY OF SANFORD. CONTAINING 5,601,352.79 SQUARE FEET OR 128.5931 ACRES, MORE OR LESS. comprise the entrance 16. THE SITE IS NOT LOCATED WITHIN A WELLFIELD PROTECTION ZONE. shall require approval by City of Sanford Planning Department. 17. THE SITE IS NOT LOCATED WITHIN AN AQUIFER RECHARGE AREA. 18. BRISSON AVE WILL BE IMPROVED TO COUNTY STANDARDS FROM LAKE z A MARY BLVD. TO PROJECT ENTRANCE CONDITIONS O F APPROVAL 19. VISITOR PARKING IN SINGLE FAMILY SECTION; 6 SPACES PROVIDED AT MAIL KIOSK 0 20. ROAD NAMES ARE PRELIMINARY AND ARE SUBJECT TO CHANGE. 1. PINE WAY BUFFER PLAN - 75' LOT WIDTH MINIMUM ALONG PINE WAY, MINIMUM 10' SIDE YARD SETBACKS, SINGLE STORY. 50' OPEN SPACE/BUFFER OUTSIDE WALL, PLUS SETBACKS, 6' HIGH 21. EXISTING WELLS TO BE ABANDONED PER CHAPTER 4OC-3 OF THE BRICK WALL., OPAQUE BEHIND RESIDENCES, DECORATIVE ALUMINUM WITH BRICK PILLARS AT 4 0- FLORIDA ADMINISTRATIVE CODE RETENTION AREAS. (NOTE: NO LOTS ARE ADJACENT TO PINE WAY, ONLY POND WHICH PROVIDES A LARGE BUFFER.) 22. ALL SINGLE FAMILY LOTS ADJACENT TO BRISSON AVE. ARE TO BE 2.BRISSON BUFFER PLAN - SOUTH OF ROAD A INTERSECTION WITH BRISSON AVE. - 75' LOT WIDTH 1 STORY. MINIMUM ALONG BRISSON AVENUE, MINIMUM 10' SIDE YARD SETBACKS, SINGLE STORY, 15' OPEN SPACE/BUFFER OUTSIDE WALL, PLUS SETBACKS. 6' HIGH BRICK WALL AT FLOOR GRADE, OPAQUE 23. A 10 FOOT UTILITY EASEMENT TO BE DEDICATED ALONG THE ROW BEHIND RESIDENCES, DECORATIVE ALUMINUM WITH BRICK PILLARS AT RETENTION AREAS. IF CITY FRONTAGE OF ALL LOTS. STAFF AND OWNER'S ENGINEER AGREE SPECIMEN TREES CAN BE SAVED, OWNER WILL USE BEST 24. AN AIRPORT AVIGATION EASEMENT SHALL BE PROVIDED OVER THE ENTIRE EFFORTS TO KEEP ADDITIONAL BUFFER. &LANDSCAPE - EQUAL TO OR EXCEED THE SPECIFICATIONS PROVIDED TO THE KAY'S LANDING SITE. SUBDIVISION. 25. POWER FEES FOR THE STREE71JGHTS WALL BE PAID FOR BY THE 4.MAIL KIOSKS WITH PARKING - COORDINATE LOCATION AND TYPE WITH UNITED STATES POST HOMEOWNERS ASSOCIATION. OFFICE AUTHORITIES. 5.RECREATION/AIR CONDITIONED COMMUNITY MEETING FACILITIES TO BE INSTALLED. 26. ALL UTILITY EXPENSE GERMANE TO THE OPERATION OF STREET 6.WATER. SEWER AND RECLAIMED - STUB OUT AT PINEWAY (See Note 7). ILLUMINATION WITHIN THE SUBDIVISION SHALL REMAIN THE EXCLUSIVE 7.PROPERTY OWNER AT SOUTHWEST CORNER OF SITE - PROVIDE 6' HIGH WALL - OPAQUE ALONG RESPONSIBILITY OF THE SUB DIVIDER, SUCCESSORS AND ASSIGNS. NORTH AND OPAQUE OR DECORATIVE ALONG EAST AS DESIRED BY ADJACENT PROPERTY OWNER; ALSO STUB OUT UTILITIES (WATER, SEWER AND RECLAIMED WATER) FOR EXISTING RESIDENCE. 27. ALL STREET LIGHTS WILL BE MAINTAINED BY THE HOMEOWNERS S.HOMEOWNER'S ASSOCIATION DECLARATIONS. RESTRICTIVE COVENANTS. CONDITIONS AND EASEMENTS ASSOCIATION. DOCUMENT (WITH THE CITY AS HAVING ENFORCEMENT POWERS) SHALL PROVIDE FOR THE FOLLOWING RESTRICTIONS- A) 20X MAXIMUM RENTAL LEVEL IN SINGLE FAMILY RESIDENTIAL; B) T 28. STEMWALL CONSTRUCTION WALL BE REQUIRED ON ALL LOTS WITH 7.5 FOOT NO ON STREET PARKING OR PARKING IN RIGHTS-OF-WAY ALLOWED AT ANYTIME; C) MAXIMUM OF SIDE YARD SETBACKS. INCLUDING CORNER LOTS. (GIVEN THE LIMITED GRADE RELIEF FOR THIS SITE, A REQUEST IS MADE 2 COMMUNITY -WIDE GARAGE SALES PER YEAR; D) HOMEOWNER'S ASSOCIATION SHALL MAINTAIN TO ALLOW SLAB ON GRADE CONSTRUC71ON FOR THIS SITE) ALL OPEN SPACES/BUFFERS INCLUDING ALL RIGHTS-OF-WAY ADJACENT TO THE DEVELOPMENT; E) RAILROAD RIGHT-OF-WAY LOCATION SHALL BE DEPICTED ON THE FACE OF PLAT ALONG WITH 29. SIDEWALKS FRONTING COMMON AREAS AND ADJACENT TO LOT LINES WITH PLAT NOTES TO ENSURE DISCLOSURE WITH THE RAILROAD SPUR BEING SHOWN AS TRACT J SHALL NON -VEHICULAR EASEMENTS SHALL BE CONSTRUCTED WITH THE COMMON TO DISCLOSE THAT TRACT TO POTENTIAL BUYERS. INFRASTRUCTURE. SIDEWALKS ON OTHER LOT FRONTAGE MAY BE 9.THE OWNER/DEVELOPER SHALL USE BEST EFFORTS TO OBTAIN WRITTEN ACCEPTANCE FROM CSX CONSTRUCTED AT THE TIME OF INDIVIDUAL HOUSE CONSTRUCTION ON TRANSPORTATION REGARDING ACCESS TO RAILROAD RIGHT-OF-WAY AND SUBDIVISION DESIGN OR THOSE LOTS. TO OBTAIN TITLE TO SAME. 30. A/C UNITS SHALL BE LOCATED AT THE REAR OF STRUCTURES ON LOTS 10.MINIMUM 5' SIDEWALK CONNECTING PINE WAY AND LAKE MARY BOULEVARD, PIPE DITCH UNLESS WITH LESS THAN A 10 -FOOT SETBACK. STAFF AND OWNER'S ENGINEER REASONABLY BELIEVE SPECIMEN TREES ALONG BRISSON AVENUE CAN BE SAVED. 31. Signage for the Subdivision will require separate permit (Maximum area 11.ALL PROPERTIES WITHIN THE PO SHALL BE SUBJECT TO AN AIRPORT AVIGATION EASEMENT IN A 16 S.F.). FORM ACCEPTABLE TO THE CITY WHICH SHALL BE NOTED ON ALL PLATS AND OTHER DOCUMENTS RELATING TO THE PD. 12.ENTRANCE SHALL HAVE 20' MINIMUM ON BOTH SIDES OF ISLAND. 13.ENTRANCE ON BRISSON SHALL BE IN ALIGNMENT WITH BRISSON EAST PROJECT. 14.BUS SHELTER ON OR ADJACENT TO SITE WITH COORDINATION WITH SEMINOLE COUNTY SCHOOL DISTRICT. 15.LANDSCAPE AND HARDSCAPE PLAN FOR THE NORTHEAST AREA OF THE DEVELOPMENT SHALL BE PROVIDED DORING SUBDIVISION IMPROVEMENT PLAN (SIP) REVIEW PROCESS. 16.PHASING PLANS SHALL BE REVIEWED AND APPROVED DURING THE SIP REVIEW PROCESS. 17.STREET NAMES SHALL BE SUBJECT TO REVIEW AND APPROVAL BY CITY STAFF IN ACCORDANCE WITH E-911 STANDARDS. 18.RIGHT-OF-WAY DEDICATIONS OF EASEMENTS SHALL BE PROVIDED ALONG PINE WAY AND BRISSON AVENUE AS REQUIRED BY SEMINOLE COUNTY OR THE CITY OF SANFORD. 19.NO BUILDING PERMITS WILL BE ISSUED FOR VERTICAL CONSTRUCTION (RESIDENCES OR COMMUNITY AMENITIES) UNTIL ALL REQUIRED SITE IMPROVEMENTS FOR EACH PHASE HAVE BEEN COMPLETED. A MODEL CENTER MAY BE CONSIDERED FOR AWARD OF A BUILDING PERMIT BY CITY STAFF AS AN EXCEPTION BASED UPON A TOTALITY OF THE STATUS OF THE DEVELOPMENT AND COMPLIANCE ISSUES. TRACT ' D' SILVER LAKES INDUSTRIAL PARK REPLAY P8 46 POS 54-62 NOTE: FOR SIGNAGE AND STRIPING DETAILS SEE SHEET 45, DETAIL 212 IN; w' +' +.' 4. i +' 20 If ECRATI ' ••T T' 11. 1 tall PC= 4 4 t t + + + + + + T + + + + + + + 4 + + + + + + + + + + + + t t t + + t 4 + + + 4 + + + + + 4 + + + « + t ♦ + + + + + + + + + ♦ + + + 4 ♦ + + + t 4 + t t + + ♦ + + t + + + + + t + + + + + t ♦ + + + + + + + + + ♦ + + + + + ♦ + + + + t + + + + i + + + + + + + + + + + 4 + + + + + + 4 + t « + ♦ + t t t + ♦ t 4 + + + + + + + ♦ + ♦ + + + + + + ♦ + + + + ♦ + + + + + + + + + ♦ + t + + + + t t t t + + + + 4 + ♦ + + + + + + + t + ♦ + + ♦ + t + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + ♦ + + + + + t + + + + + + + + + + + + + + + 4 + + ♦ + t + + + + + + .. + + + ♦ + + 4 + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + t + + + + + + « # + + + t + t + + + t + + + + + + t + + + + + + + + + + + ♦ + + + + + + + ♦ + ♦ ♦ + ♦ + + + + + + + + + r+' ++++++++4+++++++++++cbm]kATIbg++++++++++++++++++++++ + ++++++++++ + + ++ + + + + + + ++ ++ ♦ + + ++ ++ j A jtF4A + + + 4 + + + 4 + t + + + + t + + + + + + t++4++++t+++t++++++++++++++litl t +li'+++++++++++t+++++++++ +++++ + + + + + + + + + + + + + + + :+ + + + + + + + + + + t + rS -- + + t + + + + t ♦ + + + + + + + + + + + + + ♦ + + t + + + + + t t + + + + t + + + + + + + t + + + + + + } ++♦++♦+♦+++++tt+#4+++♦+ POND t+ t++ t t« 4++ t t t+ t t+++ 4++ ++++++♦+++t+♦++4+♦ «4+++ RAC`�''M + + + + t + + + 4 + + + + + + t + ♦ + 4 + + + + + # + + t t ♦ + + ♦ + ♦ + + ♦ t t + + t + # 4+ +++t++++++++++t«+++«++++ L.J t + + + + t t t + + + 4 4 4 4 + + 4 + + + « + + + ♦++«+++++++. + + + + + ++ + CRATIONAR ++++++++++++ + + + ++++-+ + + +_ t t + FBI I OF. 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I�-F:•n � ;'T.• l��lyr.. ��r�4 .7� ��M�r�:, �/�'"'""•'..^ �iiiT1�`rli�i'-.^..�il�"'kr -±+� ��'""""'�i'°"'w?�tl`'` .•.• ,;� - , �.�- - .•.�.••.... �_�rw�rrr.rrrwwY . a r r_...Ir . rwlrY►wrYn �� rrW � umlrrYY..unr�ls }YIY."I. a a • J ----�••wY"iiYrYryYr -- .-_. a... _ ..__ -..._ •YYY�WJ'► - - - . �yyi w �ry� i "YYi1Y�Yt1"YIYi1fY11YrW�"M IL97 ��� ��` ��� >. •�� .u.w, �l l�r���lh.a�•t�, r..�l�l 4 %I11111 tr 4i-'j 0 0 O IK g Ln L; � g ami �z d r3 a b ' •t I L- E f4d N •- z U I r Z QO • I �� Cn �' O C Z 0t r O -z N C • I E ca a� L I IW I � _o .7 V as3 W e d �C o �z L - OZO a V r N V `" t0 Li w r c .., r c 0 Obi r W ao c•..� I fes~ 7,7 Per Schedule K, allowed to attach two (2) two wall ' signs at 23 square foot each at the Brisson Avenue rentrance. Signs shall be identical and shall be compatible with any landscaping, paving pattern, Lwater feature or other design elements that comprise the entrance design. Any additional signage shall require approval by City of Sanford Planning Department. 5 1a z A w 0/� 0 00 H LJ � 4 0- � U 4 %I11111 tr 4i-'j +1. 7 of 48 O Ln L; II ami �z d +1. 7 of 48 01:1:lce SHEETS FINAL ENGINEERING PLANS B -iR -,L S S 0 Wl S -L P H AS �Ij 0TY OF SANFORD, SEM�NOLE COUNTY, 1 COVER SHEET 2&3 TOPO AND BOUNDARY SURVEY 4 PERMIT # 5 REVIEWED FOR CODE MPUANCE 6 DING 7 SITE PLAN 8 DIMENSION PLAN p A EXAMINE 11 UTILITY PLAN 12 — 13 DRAINAGE PLAN SANFORD ,._ DATE ENVIRONMENTAL PLAN 15 — 17 GRADING PLAN 18 — 36 PLAN AND PROFILES 37 — 38 RETENTION POND PLAN 39 — 40 TAX PARCEL 41 — NUMBERS: SEWER & WATER DETAILS 44 — 17-20-31-5AZ-0000-0290 CONSTRUCTION DETAILS 17-20-31-5AZ-0000-029A 17-20-31-5AZ-0000-0300 17-20-31-5AZ-0000-0330 17-20-31-5AZ-0000-033A 17-20-31-5AZ-0000-034A 17-20-31-5AZ-0000-034B 17— 20— 31— 5AZ— 0000— 0350 17— 20— 31— 5AZ— 0000— 035A 17-20-31-5AZ-0000-0360 17— 20— 31— 5AZ— 0000— 0380 17— 20— 31— 5AZ— 0000— 0390 17-20-31-5AZ-0000-0400 17— 20— 31— 300— 0030— 0000 17— 20— 31— 300— 003A— 0000 17— 20— 31— 300— 006 A— 0000 SHEETS FINAL ENGINEERING PLANS B -iR -,L S S 0 Wl S -L P H AS �Ij 0TY OF SANFORD, SEM�NOLE COUNTY, 1 COVER SHEET 2&3 TOPO AND BOUNDARY SURVEY 4 SYMBOLS AND ABBREVIATIONS 5 GENERAL NOTES 6 PHASING PLAN 7 SITE PLAN 8 DIMENSION PLAN 9 — 11 UTILITY PLAN 12 — 13 DRAINAGE PLAN 14 ENVIRONMENTAL PLAN 15 — 17 GRADING PLAN 18 — 36 PLAN AND PROFILES 37 — 38 RETENTION POND PLAN 39 — 40 LIFT STATION DESIGN 41 — 43 SEWER & WATER DETAILS 44 — 48 CONSTRUCTION DETAILS FOR 0 0� ';,ERENGETI - PROPERTIES, L.,L-.C... REVISED PHASE LINES (101122016) Misc Rev (02132017) REVISED PER CITY COMMENTS (07052012) (09182012) (11072012) (02112013) (02202013) 21 N. SUMMFR[----�N AVENUE ORLANDO,F[..-_ 328041-.2929 PH (40-7)-649-9888 VICINITY MAP CENTRAL FLORIDA ENGINEERING CONSULTANTS, LLC Civil Engineering - Lond Planning 500 North Maitland Avenue, Suite 102 Maitland, Florida 32751 Phone Number: (407) 599-7010 Fox Number: (407) 358-5448 email: information@floridoeng.com EB No. L10000067066 IN ASSOCIATION WITH: THE cwj CIVIL DESIGN GROUP INC. ENGINEERS • SURVEYORS • PLANNERS ORLANDO, FLORIDA CONDITIONS OF APPROVAL 1. PINE WAY BUFFER PLAN — 75' LOT WIDTH MINIMUM ALONG PINE WAY, MINIMUM 10' SIDE YARD SETBACKS, SINGLE STORY, 50' OPEN SPACE/BUFFER OUTSIDE WALL, PLUS SETBACKS, 6' HIGH BRICK WALL, OPAQUE BEHIND RESIDENCES, DECORATIVE ALUMINUM WITH BRICK PILLARS AT RETENTION AREAS. (NOTE: NO LOTS ARE ADJACENT TO PINE WAY, ONLY POND WHICH PROVIDES A LARGE BUFFER.) 2.BRISSON BUFFER PLAN — SOUTH OF ROAD A INTERSECTION WITH BRISSON AVE. — 75' LOT WIDTH MINIMUM ALONG BRISSON AVENUE, MINIMUM 10' SIDE YARD SETBACKS, SINGLE STORY, 15' OPEN SPACE/BUFFER OUTSIDE WALL, PLUS SETBACKS, 6' HIGH BRICK WALL AT FLOOR GRADE, OPAQUE BEHIND RESIDENCES, DECORATIVE ALUMINUM WITH BRICK PILLARS AT RETENTION AREAS. IF CITY STAFF AND OWNER'S ENGINEER AGREE SPECIMEN TREES CAN BE SAVED, OWNER WILL USE BEST EFFORTS TO KEEP ADDITIONAL BUFFER. 3.LANDSCAPE — EQUAL TO OR EXCEED THE SPECIFICATIONS PROVIDED TO THE KAY'S LANDING SUBDIVISION. 4.MAIL KIOSKS WITH PARKING — COORDINATE LOCATION AND TYPE WITH UNITED STATES POST OFFICE AUTHORITIES. 5.RECREATION/AIR CONDITIONED COMMUNITY MEETING FACILITIES TO BE INSTALLED. 6.WATER, SEWER AND RECLAIMED — STUB OUT AT PINEWAY (See Note 7). 7.13ROPERTY OWNER AT SOUTHWEST CORNER OF SITE — PROVIDE 6' HIGH WALL — OPAQUE ALONG NORTH AND OPAQUE OR DECORATIVE ALONG EAST AS DESIRED BY ADJACENT PROPERTY OWNER; ALSO STUB OUT UTILIAES (WATER, SEWER AND RECLAIMED WATER) FOR EXISTING RESIDENCE. &HOMEOWNER'S ASSOCIATION DECLARATIONS, RESTRICTIVE COVENANTS, CONDITIONS AND EASEMENTS DOCUMENT (WITH THE CITY AS HAVING ENFORCEMENT POWERS) SHALL PROVIDE FOR THE FOLLOWING RESTRICTIONS— A) 20% MAXIMUM RENTAL LEVEL IN SINGLE FAMILY RESIDENTIAL; B) NO ON STREET PARKING OR PARKING IN RIGHTS—OF—WAY ALLOWED AT ANYTIME; C) MAXIMUM OF 2 COMMUNITY—WIDE GARAGE SALES PER YEAR; D) HOMEOWNER'S ASSOCIATION SHALL MAINTAIN ALL OPEN SPACES/BUFFERS INCLUDING ALL RIGHTS—OF—WAY ADJACENT TO THE DEVELOPMENT; E) RAILROAD RIGHT—OF—WAY LOCATION SHALL BE DEPICTED ON THE FACE OF PLAT ALONG WITH PLAT NOTES TO ENSURE DISCLOSURE WITH THE RAILROAD SPUR BEING SHOWN AS TRACT J SHALL TO DISCLOSE THAT TRACT TO POTENTIAL BUYERS. 9.THE OWNER/DEVELOPER SHALL USE BEST EFFORTS TO OBTAIN WRITTEN ACCEPTANCE FROM CSX TRANSPORTATION REGARDING ACCESS TO RAILROAD RIGHT—OF—WAY AND SUBDIVISION DESIGN OR TO OBTAIN TITLE TO SAME. 10.MINIMUM 5' SIDEWALK CONNECTING PINE WAY AND LAKE MARY BOULEVARD, PIPE DITCH UNLESS STAFF AND OWNER'S ENGINEER REASONABLY BELIEVE SPECIMEN TREES ALONG BRISSON AVENUE CAN BE SAVED. 11.ALL PROPERTIES WITHIN THE PD SHALL BE SUBJECT TO AN AIRPORT AVIGATION EASEMENT IN A FORM ACCEPTABLE TO THE CITY WHICH SHALL BE NOTED ON ALL PLATS AND OTHER DOCUMENTS RELATING TO THE PD. 12.ENTRANCE SHALL HAVE 20' MINIMUM ON BOTH SIDES OF ISLAND. 13.ENTRANCE ON BRISSON SHALL BE IN ALIGNMENT WITH BRISSON EAST PROJECT. 14.BUS SHELTER ON OR ADJACENT TO SITE WITH COORDINATION WITH SEMINOLE COUNTY SCHOOL DISTRICT. 151ANDSCAPE AND HARDSCAPE PLAN FOR THE NORTHEAST AREA OF THE DEVELOPMENT SHALL BE PROVIDED DURING SUBDIVISION IMPROVEMENT PLAN (SIP) REVIEW PROCESS. 16.PHASING PLANS SHALL BE REVIEWED AND APPROVED DURING THE SIP REVIEW PROCESS. 17.STREET NAMES SHALL BE SUBJECT TO REVIEW AND APPROVAL BY CITY STAFF IN ACCORDANCE WITH E-911 STANDARDS. 18.RIGHT—OF—WAY DEDICATIONS OF EASEMENTS SHALL BE PROVIDED ALONG PINE WAY AND BRISSON AVENUE AS REQUIRED BY SEMINOLE COUNTY OR THE CITY OF SANFORD. 19.NO BUILDING PERMITS WILL BE ISSUED FOR VERTICAL CONSTRUCTION (RESIDENCES OR COMMUNITY AMENITIES) UNTIL ALL REQUIRED SITE IMPROVEMENTS FOR EACH PHASE HAVE BEEN COMPLETED. A MODEL CENTER MAY BE CONSIDERED FOR AWARD OF A BUILDING PERMIT BY CITY STAFF AS AN EXCEPTION BASED UPON A TOTALITY OF THE STATUS OF THE DEVELOPMENT AND COMPLIANCE ISSUES. PROJECT ADDRESS: 3890 Brisson Avenue PROJECT CERTIFICATION THESE DRAWINGS HAVE BEEN PREPARED BY CENTRAL FLORIDA ENGINEERING CONSULTANTS, LLC 500 N MAITLAND AVE. STE 102, MAITLAND, FL 32751 PHONE - 407-599-7010 FAX - 407-3565448 CERTIFICATE OF AUTHORIZATION - EB No. L10000067066 AND CERTIFIED BY : MONTJE S. PLANK, P.E. FL CERTIFICATION # 36149 PROJECT NUMBER: 2016.320.01 DATE: OCTOBER 2016 SHEET NUMBER: 1 OF 48 SITE DATA NOTES LEGAL DESCRIPTION 1. TAX PARCEL NUMBERS: LOTS 29, 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, AND 40, PALM HAMMOCK ALLOTMENT, AS PER PLA 17-20-31-5AZ-0000-0290 17-20-31-5AZ-0000-0360 THEREOF RECORDED IN PLAT BOOK 1, PAGES 104 AND 105, OF THE PUBLIC RECORDS OF SEMINOLE 17-20-31-5AZ-0000-029A 17-20-31-5AZ-0000-0380 COUNTY, FLORIDA. N OTE: FOR SIGNAGE AND STRIPING DETAILS SEE SHEET 45, DETAIL 212 17-20-31-5AZ-0000-0300 17-20-31-5AZ-0000-0390 17-20-31-5AZ-0000-0330 17-20-31-5AZ-0000-0400 TOGETHER WITH PLATTED RIGHT OF WAY ADJACENT TO LOTS 29, 30, 33, 34, 37. ALSO WITH THE 17-20-31-5AZ-0000-033A 17-20-31-300-0030-0000O T N 32 AND 36 ALSO THE ABANDON 17-20-31-5AZ-0000-034A 17-20-31-300-003A-0000 PLATTED RIGHT OF WAY BETWEEN LOTS 31 AND 35, Al WEE L BE , RAILROAD RIGHT OF WAY RUNNING THROUGH SAID LOTS. rj�• 17-20-31-5AZ-0000-0348 17-20-31-300-006A-0000 17-20-31-5AZ-0000-0350 ALSO THE SOUTH 1/2 OF THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 2 17-20-31-5AZ-0000-035A SOUTH, RANGE 31. 2. TOTAL SITE AREA: 128.59 AC. LESS: A PARCEL OF LAND LYING IN THE SOUTHWEST CORNER OF LOT 37, PALM HAMMOCK ALLOTMENT, AS 3. EXISTING ZONING: PD RECORDED IN PLAT BOOK 1, PAGES 104 AND 105, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, 4. PROPOSED LAND USE: SINGLE FAMILY RESIDENTIAL FLORIDA, DESCRIBED AS FOLLOWS: BEGINNING AT THE WEST 1/4 CORNER OF SECTION 17, TOWNSHIP 2 a >03 SOUTH, RANGE 31 EAST, RUN NORTH 01'39' WEST 585 FEET ALONG THE WEST LINE OF SAID SECTION 5. MINIMUM SINGLE FAMILY LOT SIZE: 40' x 115' (4600 S.F.) 17 FOR A CORNER, THENCE SOUTH 87'35' EAST, 113 FEET TO AN IRON PIN FOR A CORNER, THENCE SOUTH 68'05' EAST, 248 FEET TO AN IRON PIN FOR A CORNER, THENCE SOUTH 00'55' EAST, 312 6. TOTAL SINGLE FAMILY LOTS PROPOSED: 375 FEET TO AN IRON PIN FOR A CORNER, THENCE SOUTH 49'45' EAST, 82 FEET TO AN IRON PIN FOR A �x4-4 TOTAL 40' WIDE LOTS = 104 CORNER THENCE SOUTH 15'45' EAST, 53 FEET TO AN IRON PIN FOR A CORNER, THENCE SOUTH 01'35' TOTAL 60' WIDE LOTS = 259 EAST, 60 FEET TP A POINT ON THE CENTERLINE OF PINE WAY FOR A CORNER, THENCE SOUTH 88'25' TOTAL 75' WIDE LOTS = 12 WEST, 410 FEET ALONG SAID CENTERLINE OF PINE WAY TO A POINT OF BEGINNING. LESS THE WEST 2 Q Q FEET AND THE SOUTH 20 FEET FOR ROADWAYS. MORE ACCURATELY DESCRIBED AS: BEGINNING AT THE 7. SINGLE FAMILY BUILDING SETBACKS: WEST 1/4 CORNER OF SECTION 17, TOWNSHIP 20 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA, FRONT: 25' RUN NORTH 88'25' EAST, ALONG THE SOUTH LINE OF THE NORTHWEST 1/4 OF SAID SECTION 17 AND REAR: 20' THE CENTERLINE OF PINE WAY, 410 FEET; THENCE NORTH 01'35' WEST 60 FEET; THENCE NORTH SIDE: 5' FOR 40' LOT, 7.5' FOR 60' LOT; 10' FOR 75' LOT 16'01'09" WEST 53 FEET; THENCE NORTH 50'01'05" WEST, 82 FEET; THENCE NORTH 01'06'45" WEST SIDE STREET: 25' 312 FEET; THENCE NORTH 68'16'45" WEST 248 FEET; THENCE NORTH 86'46'07" WEST 109.18 FEET TO W x F- THE WEST LINE OF SAID NORTHWEST 1/4; THENCE SOUTH 01'26'35" EAST 585 FEET TO THE POINT OF 8. NET DENSITY: BEGINNING. LESS THE WEST 20 FEET AND THE SOUTH 20 FEET FOR ROADWAYS. W MAXIMUM ALLOWABLE NET DENSITY = 6 DU/AC. PROPOSED NET DENSITY = # OF LOTS / NET BUILDABLE AREA ALSO LESS THE ADDITIONAL RIGHT OF WAY FOR PINE WAY. O w NET BUILDABLE AREA = TOTAL AREA - WETLANDS - ROW - RAILROAD o z ROW - DEDICATED ROW SAID LANDS BEING MORE PARTICULAR DESCRIBED AS FOLLOWS: NET BUILDABLE AREA = 128.59 AC. - 19.72 AC. - 18.71 AC. - 0.19 AC. - 0.72 AC.= 89.25 AC. COMMENCING AT THE CENTER OF SECTION 17, TOWNSHIP 20 SOUTH, RANGE 30 EAST; THENCE RUN PROPOSED NET DENSITY = 375 TOTAL LOTS / 89.25 AC. = 4.20 DU/AC. N.00'19'09"W. ALONG THE EAST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 17 , A DISTANCE OF 40.00 FEET; THENCE S.89'48'54"W. A DISTANCE OF 25.00 FEET TO A POINT ON THE NORTH 9. PROVIDED OPEN SPACE: RIGHT-OF-WAY LINE OF PINE WAY AND THE WEST RIGHT-OF-WAY LINE OF PENNSYLVANIA AVENUE, r� WETLANDS AND CONSERVATION AREA: 19.72 AC. SAID POINT ALSO BEING THE POINT OF BEGINNING; THENCE CONTINUE WESTERLY ALONG SAID LINE, A IN RIGHT OF WAY: 5.24 AC. DISTANCE OF 631.60 FEET; THENCE RUN S.00'18'39"W. ALONG SAID LINE, A DISTANCE OF 20.00 FEET; O RETENTION AREA/OPEN SPACE: 21.43 AC. THENCE RUN S.89'48'54"W. ALONG SAID LINE, A DISTANCE OF 1559.91 FEET; THENCE N.00'25'34"W., A 7.1 RECREATION/PARK: 4.26 AC. DISTANCE OF 41.72 FEET; THENCE N.14'51'43"W., A DISTANCE OF 53.00 FEET; THENCE N.48'51'39"W., CD WALL / LANDSCAPE BUFFER: 2.12 AC. DISTANCE OF 82.00 FEET; THENCE N.00'02'41"E., A DISTANCE OF 312.00 FEET; THENCE N.67'07'19"W., w A DISTANCE OF 248.00 FEET; THENCE N.85'36'41"W., A DISTANCE OF 89.11 FEET TO A POINT ON THE M + + + + + + + + + + + + + + ++++++++++++++++++++++++++++++++++++++ + + + t + + + + + + t + + + + + + + t + + + + + + + + + AA�V + + + + + + + + + + + + + + + + + + ti[ + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + 9 + + + + + + + + t t + + + + + + + + + + + + + + + + + + + + + + 2g3 ++++ +++ + + + + + + 29 TOTAL OPEN SPACE: 52.77 AC. (41.04%) WEST RIGHT-OF-WAY LINE OF INGRAM AVENUE; THENCE N.00'17'10"W. ALONG SAID RIGHT-OF-WAY/ + \ LINE, A DISTANCE OF 740.87 FEET; THENCE S.89'47'24"W., A DISTANCE OF 20.00 FEET TO A POINT 0 ++++ 10. PER FIRM MAP PANEL NO'S. 12117CO090 F AND 12117CO180 F. DATED THE WEST LINE OF SAID NORTHWEST 1/4; THENCE N.00'17'10"W., A DISTANCE OF 662.13 FEET; THENC +++++ SEPTEMBER 28, 2007, NO PORTION OF THE SITE IS LOCATED WITHIN THE N.89'46'40"E., A DISTANCE OF 1,312.64 FEET TO A POINT ON THE WEST LINE OF PALM HAMMOCK ++++ 100 YEAR FLOOD HAZARD AREA, THE SITE IS DESIGNATED FLOOD ALLOTMENT, AS RECORDED IN PLAT BOOK 1, PAGES 104 AND 105, OF THE PUBLIC RECORDS OF ZONE X. + + + SEMINOLE COUNTY, FLORIDA; THENCE N.00'18'09"W. ALONG SAID WEST LINE, A DISTANCE OF 642.43 + + 11. ANY WETLAND AND/OR WETLAND BUFFER IMPACTS WILL BE MITIGATED FEET; THENCE N.89'45'53"E., A DISTANCE OF 656.23 FEET; THENCE N.00'18'39"W., A DISTANCE OF + + +++++++ THROUGH S.J.R.W.M.D. 20.00 FEET; THENCE N.89'45'53"E., A DISTANCE OF 414.36 FEET TO A POINT ON A CURVE CONCAVE + + + + + TO THE NORTHEAST WITH A RADIUS OF 1081.45 FEET, SAID POINT BEING ON THE SOUTHERLY + + + + + 12. WATER, SEWER, AND REUSE WATER ARE TO BE PROVIDED BY THE CITY OF RIGHT-OF-WAY LINE OF EAST LAKE MARY BOULEVARD; THENCE FROM A RADIAL BEARING OF ++++++++ SANFORD. N.31'47'15"E. RUN SOUTHEASTERLY ALONG THE ARC OF SAID CURVE AND SAID RIGHT-OF-WAY + + + + + + + + + + ++++ ++t++ di i-5 as ++++++ -4 9 +++++++ + + + + + + S t + + 4. + + + + +�+ +++ + + + + + + + + + S 29 296 2 ++++ t+ ++++ � O � � O O 99 I '° N z n 30, U 302 !UD 55 I 303 cn c/7 o 04 D GE PI •�CDCD 352 I CD 05 O CLUD s ] Q_ OU cv Ln 35 1r z Uj Z3 IE � U m 0 1 09 I~ � v v o r` Q L � Q W I o v E 1 311 3m LLJ Qui c = E THROUGH A CENTRAL ANGLE OF 1031 02 AND AN ARC DISTANCE OF 198.51 FEET TO A POINT ON TH + + + + + + + + + + + + + + + + + + + t + + + + + + + + + \/ '°' � _' z z 13. REQUIRED WATER CAPACITY: 375 LOTS ®350 GPD = 131,250 GPD WESTERLY RIGHT-OF-WAY LINE OF BRISSON AVENUE PER EAST LAKE MARY BOULEVARD + + + + + + + + + + + + + ..... + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + H C o " " + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 28 66 �:�� 12 3z 324 32 W d o c� 0 0 REQUIRED SEWER CAPACITY: 375 LOTS ® 300 GPD = 112,500 GPD RIGHT-OF-WAY MAP; THENCE S.00'19'09 E., A DISTANCE OF 89.89 FEET; THENCE S.89'40'51 W., A+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + + + + + + +++++++++++++++++++++++++++++ I 5 m p � z r � „ + + + + + DISTANCE OF 260.00 FEET; THENCE 5.0079'09 E., A DISTANCE OF 425.00 FEET; THENCE N.89'40'51"E. + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 26 / 313 321 / \ j oo o 14. SOLID WASTE DISPOSAL FOR THIS DEVELOPMENT SHALL A DISTANCE OF 300.00 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF PENNSYLVANIA + + + + + + + + + + + + +++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + i / 67 34 / \` o m O v r' E BE INDIVIDUAL CURB SIDE PICK-UP PROVIDED BY THE CITY OF SANFORD. " + + + + + + +++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + / O 3u 3z 11 L� o AVENUE; THENCE S.00'19 09 E. ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 2,006.70 FEET TO + + + + + + + + + + + + + + + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + r + + + + + + + + + + + + + + + + + + + + 281 THE POINT OF BEGINNING. + + + t + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I11 sa 15. FIRE PROTECTION TO BE PROVIDED BY THE CITY OF SANFORD. CONTAINING 5,601,352.79 SQUARE FEET OR 128.5931 ACRES, MORE OR LESS. +++++++++++++ + + + + +��$� + + + + + ... + + + + + + + + + + + 3 1 ,s 3z in o + + +++ + + + + + + +++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + t + + + + + t + + + + + + + + + + + + 1 rr- 16. THE SITE IS NOT LOCATED WITHIN A WELLFIELD PROTECTION ZONE. + + + + + + + + + + + ++A+ + + + + + + + + + + + j ass OND -D 342 1 I F' +++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + 87 I z t + + + + + + + + + + + + + + + + + + + + + + + 86 27 I +++++++++++'�'I�AC'�Ak+++++++++++++ +t �� 370 RACT' J LTJ 17. THE SITE IS NOT LOCATED WITHIN AN AQUIFER RECHARGE AREA. + + + + + + + ....... + + + + + + + + + + t + + U + + + + + + + + + + + + + + + + + + + + + + + + + + + 27 341 27 + + + t + + t + + + + + + + + + + + + + + + + + + + 94 / 18. BRISSON AVE WILL BE IMPROVED TO COUNTY STANDARDS FROM LAKE + + + + + + + + + + + + + + + + + + + + + + + + + + �' -�� I 371 31s 317 318 319 MARY BLVD. TO PROJECT ENTRANCE. +++++ za CONDITIONS OF APPROVAL ++++++++++++ttt+t+t+++++ � 3 +++++t++++++++++++++++++ 19. VISITOR PARKING IN SINGLE FAMILY SECTION; ++++++++++++++++++++++++++++++++++++++++ + + POND / L z7 I 33 I 329 6 SPACES PROVIDED AT MAIL KIOSK + + + + + + + + + + + + + + + + + + + .... + + + + + + + + + + + + + + + + + + + + t + + + + 373 - 33 p 1 + + + + + + + + + + + + + + + +++++++++++ + + RACT 'M _ 1. PINE WAY BUFFER PLAN - 75' LOT WIDTH MINIMUM ALONG PINE WAY, MINIMUM 10' SIDE YARD ++++++++++++'++++++++++++++++++++++++++++++ ' z7 �' 374 33 336 335 334 333 332 20. ROAD NAMES ARE PRELIMINARY AND ARE SUBJECT TO CHANGE. +++++++++++++ + + + + + + + + + + +++++++ + $ SETBACKS, SINGLE STORY, 50' OPEN SPACE/BUFFER OUTSIDE WALL, PLUS SETBACKS, 6' HIGH TRACT ��� + + + ... + + + + + + +++++++ a I 27 21. EXISTING WELLS TO BE ABANDONED PER CHAPTER 40C-3 OF THE BRICK WALL, OPAQUE BEHIND RESIDENCES, DECORATIVE ALUMINUM WITH BRICK PILLARS AT + + + + + + + + + + + + + + + + + + ++++++++++++++ + i 9s 3 7 + + + + + + + + + + + + + + + + + + 37s FLORIDA ADMINISTRATIVE CODE RETENTION AREAS. (NOTE: NO LOTS ARE ADJACENT TO PINE WAY, ONLY POND WHICH PROVIDES+++++++++++++++++++++++++++++++++++++++++++++++++ 9 PD Ad - CRATION A LARGE BUFFER.) + + + + + + + + + + + + + + + + t + + + + + + + +-- 2.BRISSON BUFFER PLAN SOUTH OF ROAD A INTERSECTION WITH BRISSON AVE. 75' LOT WIDTH + + + + + + + + + + + + + + + + + + + + + TRACT 'D' 1 I 9 X 4� 27� 22. ALL SINGLE FAMILY LOTS ADJACENT TO BRISSON AVE. ARE TO BE - - I 1 STORY. MINIMUM ALONG BRISSON AVENUE, MINIMUM 10' SIDE YARD SETBACKS, SINGLE STORY, 15' OPEN + +++++ + + + + + +++++++++ + SPACE/BUFFER OUTSIDE WALL, PLUS SETBACKS, 6' HIGH BRICK WALL AT FLOOR GRADE, OPAQUE + + + + + +++++++++++ p - - - - - - - ---- 23. A 10 FOOT UTILITY EASEMENT TO BE DEDICATED ALONG THE ROW + + 97 s F92 1 - - - - - BEHIND RESIDENCES, DECORATIVE ALUMINUM WITH BRICK PILLARS AT RETENTION AREAS. IF CITY + +,+++ + FRONTAGE OF ALL LOTS. I DS STAFF AND OWNER'S ENGINEER AGREE SPECIMEN TREES CAN BE SAVED, OWNER WILL USE BEST1 �. ,Cr EFFORTS TO KEEP ADDITIONAL BUFFER. I I �- 24. AN AIRPORT AVIGATION EASEMENT SHALL BE PROVIDED OVER THE ENTIRE I 1 98 9 /___ SITE. 3.LANDSCAPE -EQUAL TO OR EXCEED THE SPECIFICATIONS PROVIDED TO THE KAY'S LANDING • 60, 1, 1 i • _ 21s Ij U z1s 1 2 3 SUBDIVISION. � - - - - 4 25. POWER FEES FOR THE STREETLIGHTS WILL BE PAID FOR BY THE 4.MAIL KIOSKS WITH PARKING - COORDINATE LOCATION AND TYPE WITH UNITED STATES POST __- ~� I __ 15f�, HOMEOWNERS ASSOCIATION. OFFICE AUTHORITIES. 65 6788 5.RECREATION/AIR CONDITIONED COMMUNITY MEETING FACILITIES TO BE INSTALLED. i i Q as --- ; - - - 26. ALL UTILITY EXPENSE GERMANE TO THE OPERATION OF STREET 6.WATER, SEWER AND RECLAIMED - STUB OUT AT PINEWAY (See Note 7). _ B9 r 77 I ' • i - - -_ - \ 6 ILLUMINATION WITHIN THE SUBDIVISION SHALL REMAIN THE EXCLUSIVE 7.PROPERTY OWNER AT SOUTHWEST CORNER OF SITE - PROVIDE 6' HIGH WALL - OPAQUE ALONG �I 7o J / i A I I I r RESPONSIBILITY OF THE SUB DIVIDER, SUCCESSORS AND ASSIGNS. NORTH AND OPAQUE OR DECORATIVE ALONG EAST AS DESIRED BY ADJACENT PROPERTY OWNER; _ �� 72- - �s- 89 21 I I zzo 2 I I z4s 2T 1 ALSO STUB OUT UTILITIES (WATER, SEWER AND RECLAIMED WATER) FOR EXISTING RESIDENCE. s3 / / TRACT - I g II7 27. ALL STREET LIGHTS WILL BE MAINTAINED BY THE HOMEOWNERS S.HOMEOWNER'S ASSOCIATION DECLARATIONS, RESTRICTIVE COVENANTS, CONDITIONS AND EASEMENTS � � � � % so 21 ASSOCIATION. DOCUMENT (WITH THE CITY AS HAVING ENFORCEMENT POWERS) SHALL PROVIDE FOR THE sz I 1100 12x7 27 FOLLOWING RESTRICTIONS- A) 20% MAXIMUM RENTAL LEVEL IN SINGLE FAMILY RESIDENTIAL; B) I 1 28. STEMWALL CONSTRUCTION WILL BE REQUIRED ON ALL LOTS WITH 7.5 FOOT ;' ! NO ON STREET PARKING OR PARKING IN RIGHTS-OF-WAY ALLOWED AT ANYTIME; C) MAXIMUM OF 11 t4 13 1 1 36 157 I I RR R/ , , I 21 I I 2u I 1 zae I I e SIDE YARD SETBACKS, INCLUDING CORNER LOTS. I I I j I 2 COMMUNITY -WIDE GARAGE SALES PER YEAR; D) HOMEOWNER'S ASSOCIATION SHALL MAINTAIN e1 i 10, j ,, i (GIVEN THE LIMITED GRADE RELIEF FOR THIS SITE, A REQUEST IS MADE ] I y TRACT 16 ALL OPEN SPACES/BUFFERS INCLUDING ALL RIGHTS-OF-WAY ADJACENT TO THE DEVELOPMENT; I � TO ALLOW SLAB ON GRADE CONSTRUCTION FOR THIS SITE. C I 1 112 �i 37 15 I i 9z z11 z3 24z I 1249 s 9 ) E) RAILROAD RIGHT-OF-WAY LOCATION SHALL BE DEPICTED ON THE FACE OF PLAT ALONG WITH a 1 1s 1 1 1 � a I I � � 29. SIDEWALKS FRONTING COMMON AREAS AND ADJACENT TO LOT LINES WITH PLAT NOTES TO ENSURE DISCLOSURE WITH THE RAILROAD SPUR BEING SHOWN AS TRACT J SHALL so I 102 1 s9 1e - 1 C NON -VEHICULAR EASEMENTS SHALL BE CONSTRUCTED WITH THE COMMON TO DISCLOSE THAT TRACT TO POTENTIAL BUYERS. I 1 1,1 j 16 13 15 1 I � 1 I 93 F21 INFRASTRUCTURE. SIDEWALKS ON OTHER LOT FRONTAGE MAY BE 9.THE OWNER/DEVELOPER SHALL USE BEST EFFORTS TO OBTAIN WRITTEN ACCEPTANCE FROM CSX a + 1 CONSTRUCTED AT THE TIME OF INDIVIDUAL HOUSE CONSTRUCTION ON TRANSPORTATION REGARDING ACCESS TO RAILROAD RIGHT-OF-WAY AND SUBDIVISION DESIGN OR SILVER LAKES se 103 ,o THOSE LOTS. TO OBTAIN TITLE TO SAME. INDUSTRIAL PARK 1 I I it ( 1 17 13z I I 1 1s1 1e, I 1 I s4 I I 5 z4 I++++ + 26 30. A/C UNITS SHALL BE LOCATED AT THE REAR OF STRUCTURES ON LOTS 10.MINIMUM 5' SIDEWALK CONNECTING PINE WAY AND LAKE MARY BOULEVARD, PIPE DITCH UNLESS REPLAY j I I - STAFF AND OWNERS ENGINEER REASONABLY BELIEVE SPECIMEN TREES ALONG BRISSON AVENUE I 1 � 190 ��26 WITH LESS THAN A 10 -FOOT SETBACK. PB 46 PGS 54-62 ! 1 6zCAN BE SAVED. I 1 131 1 , - ss e 6 23s 31. Signage for the Subdivision will require separate permit (Maximum area 11.ALL PROPERTIES WITHIN THE PD SHALL BE SUBJECT TO AN AIRPORT AVIGATION EASEMENT INA s7 ,os =1109 'e f"' I 16 S. F.). FORM ACCEPTABLE TO THE CITY WHICH SHALL BE NOTED ON ALL PLATS AND OTHER DOCUMENTS a I I I I - POND -E - RELATING TO THE PD. I ( I n9 41 10 19 ,3 4, 15 63 TRACT E 1 96 207 ( 227 253 26 i 1 12 12.ENTRANCE SHALL HAVE 20' MINIMUM ON BOTH SIDES OF ISLAND. Q 56 I 1 I I I a, 0000 13.ENTRANCE ON BRISSON SHALL BE IN ALIGNMENT WITH BRISSON EAST PROJECT. 14.BUS SHELTER ON OR ADJACENT TO SITE WITH COORDINATION WITH SEMINOLE COUNTY SCHOOL t0 _ ( I ,7 237 I I % I zos o DISTRICT. Q 5 06 j 1 20 12 I j I 42 151 I 1 6a / 1 1 97 I 26 I 254 I I s 15.LANDSCAPE AND HARDSCAPE PLAN FOR THE NORTHEAST AREA OF THE DEVELOPMENT SHALL BE PROVIDED DURING SUBDIVISION IMPROVEMENT PLAN (SIP) REVIEW PROCESS. \ - - ''I i ,21 12 1 I _- 1 ! 1 6s mI 9a:1 E:: 20 I 29 236 1 I 1 255 1 ' 16.PHASING PLANS SHALL BE REVIEWED AND APPROVED DURING THE SIP REVIEW PROCESS. _ ___ a C I I 17.STREET NAMES SHALL BE SUBJECT TO REVIEW AND APPROVAL BY CITY STAFF IN ACCORDANCE ! WITH E-911 STANDARDS. 53 -- I ,2 1 1 49 1 I 17 I 1 s9 I 30 235 1 1256 18.RIGHT-OF-WAY DEDICATIONS OF EASEMENTS SHALL BE PROVIDED ALONG PINE WAY AND 5z s1 zz 1 BRISSON AVENUE AS REQUIRED BY SEMINOLE COUNTY OR THE CITY OF SANFORD. \ I - 1 I h I I 15 19.NO BUILDING PERMITS WILL BE ISSUED FOR VERTICAL CONSTRUCTION (RESIDENCES OR 1z 1 1 45 1 1 67 175 0o 23 z 234 I I zs7 ze C COMMUNITY AMENITIES) UNTIL ALL REQUIRED SITE IMPROVEMENTS FOR EACH PHASE HAVE BEEN > s " o 50 COMPLETED. A MODEL CENTER MAY BE CONSIDERED FOR AWARD OF A BUILDING PERMIT BY CITY TRACT B STAFF AS AN EXCEPTION BASED UPON A TOTALITY OF THE STATUS OF THE DEVELOPMENT AND k� I ,zs I I ,4 I I sa 17 o1 zo I ! 3z �za3 =2W COMPLIANCE ISSUES. 12a 169 m z n3 l J49 3 n - - , Sim GW - - - - ----- - - ---- - - - - --- - --- - - - -.- Uj 47 46 45 44 43 42 41 38 37 36 33 32 31 30 29 28 27 s 25 24 23 22 21 In19 18 17 N I I 1 S -� l NOT c INCLUDED o 37.0 = � � I I J 0 POND -F TRACT 'F' 2,516 LF - 6' H. DECORATIVE FENCE 41.0 42 A 42.0 43 A 43.0 r 44 A 4 4. 0 _ 6 rj�• a 0 POND -F TRACT 'F' 2,516 LF - 6' H. DECORATIVE FENCE 41.0 42 A 42.0 43 A 43.0 r 44 A 4 4. 0 _ 6 a >03 �x4-4 Q Q w a� C1 zHz W x F- W O w ��o ;� o z J OO r� z v O V 7.1 J 1 CD .� w M 00 `` w aZ P, V N 0 o� &; - m a II a U o� v Z ---- 1` w �p Wcz--, O CU 4� Q ,4 Sheet 7 �f 48 2' 2"• OUTLINE OF ACCESS CABLE 4" D.I. VENT WITH VENT CAP 12" POWER CABLE - A 316 STAINLESS STEEL GRIPEYE - LIFTING CABLE WITH 12" 316 STAINLESS STEEL CHAIN SROTATED 90' FOR - 24 VOLT FLOAT LIQUID LEVEL CONTROLS ELEV. Z 45' 1 FLOOR 2'• FLEXIBLE \ COUP UNcs (TYP.) PLAN VIEW N.T.S. 6" THICK CONCRETE PAD VALVE VAULT -PLUG VALVE EMERGENCY PUMP CONNECTION CHECK VALVE VALVE BOX SHALL BE ENLARGED TO ACCOMODATE FLOW METER OR PER NOTE *4 2' MAX CQAX CJ,.E - , CRS. SECURELY ATT TO SPACER AS REOUIRED �Rm li INSULATING SPACER ROHN 290 COMMUNICATIONS STRUCTURE \ OR S" CONCRETE MAST. TAPERED SUE HER RADIO SURVEY u"pm PROTECTION UNIT RY INSTR. Su"um ROAD TO GROUND GRD. ROUTE TO RTU. SUPPORT AS REG.D ,» 36" ALUMINUM ACCESS HATCH W/ LOCKSET i 16" AND RECESSED HANDLE (SEE NOTE 8) INOTE, FLANGED RISER W/ BLIND FLANGE 1. ALL HARDWARE SHALL BE WIG STAINLESS STEEL. t2" STANDARD FLANGED TEE 6" 2" 6 3=1 ELEV. Y EXIST. GRADE RTU ANTENNA & CONC MAST INSTALLATION PLUG VALVE w/ LEVER WM OR N.T.S. :.E.W : 12"MIN F^ PETPET SMKESOCK VALVE SOR PFMIRE GM 7 GROUT0 ELEV.$T ,... . t '2t- GRAVEL *6 -12 O.C. E.W. GENERAL NOTES: }�. DUCTILE IRON PIPE--_ DIMENSIONS ELEV. AT CONST. (RESTRAINED JOINT) SHALL BE EPDXY COATED MANUFACTURER 2-*4BARS 6'-0" CHECK VALVE FLAP VALVE X 11.5" PVC PIPE 3" FLOOR LEVEL ALARM ELLV, X DRAIN. SLOPE OUTLET SUMP ON w Ems' W PIPE 1/2" PER FOOT WITH 4.25" STAINLESS STEEL FLAPPER PUMP ON w ELEV. V DIM J x 4" REDUCER DIM K MIN. 3/4 DIA. x 11" STAINLESS STEEL ANCHOR BOLTS TO EXTEND 7" INTO BASE. SECTION VIEW N.T.S. PUMP STATION DETAILS PLANS, SECTION, AND NOTES WET WELL AND VALVE VAULT LINER THICKNESS (INCHES) DIMENSIONS ELEV. AT CONST. DIAMETER HEIGHT (FEET) MATERIAL MANUFACTURER (INCHES) 3-6 7-12 11,3-20121-25126-35 6'-0" 72 10" X 11.5" HDPE OR PPR AGRU SURE GRIP 1. ALL EXPOSED METAL SHALL BE PRINTED WITH 2 COATS OF EXTERIOR ENAMEL PAINT. 2. WET WELL AND VALVE VAULT SHALL BE COATED WITH COAL TAR INSIDE AND OUT. (TWO COATS, 9 MILS EACH.) 3. BASE AND FIRST RISER UNIT TO BE CAST MONOLITHIC. 4. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE SPINDLES WITH MINIMUM CLEARANCES AS SHOWN FOR 6" DIAMETER PIPE AND SMALLER. CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER PIPE SIZES. 5. VALVE VAULT SHALL HAVE SEALED FLOOR AND DRAIN. 6. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR NON -SHRINK GROUT. 7. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN WET WELL. 8. WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 304 S.S. HARDWARE AND LOCK BRACKET. SIZE AS REQUIRED BY PUMP MANUFACTURER, WITH A MINIMUM SIZE OF 48 INCHES BY 48 INCHES. 6" PVC FORCE MAIN PUMPING STATIONS DIMENSIONS ELEV. AT CONST. DIM A 8" DIM B 6'-0" DIM C 10" DIM D 11.5" DIM E NOTE 8 DIM F NOTE 8 DIM G 4.25" RIM, H 6' -0 - DIM J BASE TANK 145 -GAL. DIM K 5'-0" ELEV T 7.98 ELEV U 9.48 ELEV V 12.48 ELEV W 12.98 ELEV X 13.28 ELEV Y 24.20 ELEV Z 13.28 SILENCER MOUNTING KIT AW/VW SELECTOR SWITCH, 7 POSITION VOLTAGE REGULATOR 2% CRITICAL SILENCER PANEL ILLUMINATION LIGHTS, AUDIBLE ALARM WITH SILENCE SWITCH CHARGER TRICKLE 2 AMP. * PER PUMP MANUFACTURERS REQUIREMENT 9. FLEXIBLE COUPLING SHALL BE SLEEVE TYPE. 10. PUMPS SHALL BE: MANUFACTURER: FLYGT; MODEL: CP3171; IMP: #181; DIA: 180 MM; SPEED: 3520 RPM; DISCHARGE SIZE: 4 IN.; VOLTAGE: 460; HZ.: 60; PHASE: 3; H.P.: 35; MIN. SOLID SIZE: 4 IN.; CURVE: 63-277-00-1070. 11. ALL HARDWARE IN WET WELL AND VALVE BOX TO BE STAINLESS STEEL. 12. OPERATI C NDITIONS: POINT GPM TDH FEET MIN. 260 1 168 D.O.C. 325 1 158 MAX. 405 1 145 13. WET WELL AND VALVWELL AND VALV LLL HAVE AN INTEGRAL INTERIOR LINER AS SPECIFIED IN SECTION 46.2 OF THE UTILITIES MANUAL. 14. A GENERATOR SET OR PRO RATA FUNDING SHALL BE REQUIRED IN ACCORDANCE WITH SECTION 46.6 OF THE UTILITIES MANUAL. 15. THE CITY SHALL OWN AND MAINTAIN THE LIFT STATION, AND THE PARCEL SHALL BE DEEDED TO THE CITY. T�TJ�`■LEZ1u■uu T�■ SECURE m m TO &%U#J u w Comm TRIM 8AI11!!>K ><tIQL sIRAPS CWODI�RT R PVC (EEE WM 2) ENCASED IN Lll�(2 EACH) MAX. OHM ' ART) GROUND RODS CONCRETE ELEVATION u N.T.S. THE AUTOWTD TKW R SVRRSI STILL SE M■MTED ON THE 091mm PAIEL PUMP STATION CONTROL PANEL - RADIO TELEMETRY AND MONITORYING SYSTEM INSTALLATION DETAIL ANTENNA SERVICE FPLALARM METER LIGHT CONDUIT v -- 22#14-1" 3/4" CONDUIT 3" CONDUIT FLOAT SWITCH TO POWER CO. WASTEWATER PUMP SERVICE POINT V, 3 PH, 60 HZ. SERVICE ENTRANCE RISER N.T.S. NOTES: 1. METER BASE MAY BE REVERSED IF REQUIRED BY POWER COMPANY. 2. WHEN TWO (2) SEPARATE CONDUCTOR -TYPE MOTORS ARE USED, CONDUIT SHALL BE INCREASED TO 3 INCHES. 3. POWER SUPPLY SHALL BE UNDERGROUND ON THE LIFT STATION SITE AND SHALL BE 3 PHASE FROM A 3 PHASE SOURCE ONLY. 4. TO INCLUDE GENERATOR PLUG COMPATIBLE FOR LIFT STATION. 5. RADIO TELEMETRY AND MONITORING SYSTEM TO CITY OF SANFORD SPECIFICATIONS. 6. PIPE MOUNTED ALARM LIGHT SHALL BE INGRAM LRX-40 (RED) 120 VAC OR EQUAL. 7. A STREET LIGHT SHALL BE POSITIONED IN THE RIGHT-OF-WAY LEFT OF THE STATION'S DRIVEWAY. 8. A WEATHERPROOF LOCKABLE ELECTRICAL OUTLET OUTSIDE OF THE CON- TROL PNEL SHALL BE INSTALLED. 9. RTU, CONTROL AND SERVICE DISCONNECT PANEL BOXES SHALL BE OF STAINLESS STEEL. 10. AUTOMATIC TRANSFER SWITCH SHALL BE SUPPLIED BY THE GENERATOR SUPPLIER, AND APPROVED BY THE CITY OF SANFORD MAKE: CUMMINS MODEL: 125DSGAB Q GENERATOR SET PHASE: 3 HERTZ: 60 VOLTS 277/480 WIRE: 4 RATED 114 KW STANDBY 239.1 KVA 1800 RPM ELECTRICAL PACKAGE TO INCLUDE: COOLING SYSTEM: SAFETY SHUTDOWN, INDICATING LIGHTS (1)__320_AMP LOAD CENTER BLOCK HEATER 120 VOLT 1500 WATTS AND ALARMS FOR THE FOLLOWING: 50 FEET OF 2/OT REQUIRED CABLE UNIT MOUNTED RADIATOR 40 DEG. C LOW OIL PRESSURE (1) -300 -AMP PLUG FUEL SYSTEM: OVERSPEED FLEX FUEL LINES OVERCRANK START UP AND ONSITE TESTING BASE TANK 145 -GAL. HIGH ENGINE TEMPERATURE STARTUP NOT TO EXCEED 4 HOURS CIRCUIT BREAKER/ACCESSORIES AUXILLIARY/LOW WATER LEVEL/OVER VOLTAGE OPERATIONAL TRAINING NOT TO EXCEED 8_0 U.I. 600 CIRCUIT BREAKER 4HOURS --AMP. _VOLT ELECTRICAL ACCESSORIES: ENCLOSED ACCESSORIES: CONTROLLER/INSTRUMENT PANEL STARTING BATTERY/BATTERIES 12 VOLT WEATHER PROTECTIVE HOUSING MOUNTED AC AMMETER, VOLTMETER, 2-1/2", 2% AC FREQ. METER 2-12", 5% BATTERY RACK AND CABLES SILENCER MOUNTING KIT AW/VW SELECTOR SWITCH, 7 POSITION VOLTAGE REGULATOR 2% CRITICAL SILENCER PANEL ILLUMINATION LIGHTS, AUDIBLE ALARM WITH SILENCE SWITCH CHARGER TRICKLE 2 AMP. VOLTAGE ADJUSTMENT POTENTIOMETER ADDITIONAL ACCESSORIES: OIL PRESSURE, WATER TEMP. GAUGE, RUNNING TIME METER, ISOLATORS DC VOLTMETER SKID END CAPS J0 AUTOMATIC SENSING CONTROLS, COOL DOWN TIMER WARRANTY 1 YEAR CYCLE CRANKING, OVERVOLTAGE SENSING OIL DRAIN LINE U 0/M MANUALS 3 SETS UO 50 FOOT 2/OT POWER CABLE WITH Q MALE CONNECTOR OIL INITIAL FULL N ANTI -FREEZE INITIAL FILL 50/50 PHAOL�CY ONE SUBMERSIBLE PUMP STATION -PLAN SECTION AND NOTES CITY OF SANFORD MAY 1997 FIG. 301 r WE R i cD cD 0 (D CD 0 0 CD 0 cV J O o_ p --d- r- =3 z - ` r` cn N r7 rn c m Ln Ln c o �� an Q `- �o C) d- E U O U v c m ° E 0 �o z� -o z O'U 0O x z� rL c C.3 a o 0 0 0 c •a E a� V J 0 z 4_�C O C-11 t4-4 F�1 O 9 �;- � U -0' i-4 Q r 7O a Q 6 w c� z 0 `~ �40 F_ 0 M w� O �0 z J0 >N a 0•-� zo U UO Q N w Ll 06 W a� 0 N.9 O ow Q m me Z a v o O CD f z 0 O w �o O UUC /c4-1 lil