Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
550 W 1 St 03-2352, 03-2929 Sprinklers
�°. '���' ,�`f ..:.. . �. �. +�" �` SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, Fl. 32772 (407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: September 16, 2003 Business Address: 550 West First Street Occ. Ch. 38 Mercantile Business Name: Ec%rd Drugs Ph. () Contractor: Taylor Fire Protection Ph. (727) 522-3 812 FAX (727) 522-3773 1.1 Application — Per N.F.P.A. #13-1999 ed, Design area, Ordinary Hazard • 17 pendant heads @ %z" up right brass>155 degree 5.6 • 14 upright heads @ %" recessed chrome >155 degree • 1side wall head @ %" ex-pend >155 degree • Additional fire sprinkler heads required in auto drive thru (see plans four (4) addition lire sprinkler heads) Tamper switches required on all outside and inside fire sprinkler valves, including outside Backflow Prevention valves. • Two (2) hour hydro and spacing test required. • Please have installer available at time of final inspection GENERAL NOTES: 1 ALL FIRE ALARM EQUIPMENT SHALL MEET APPLICABLE UL, NFPA AND ADA STANDARDS, OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION- 2 FIRE ALARM SYSTEM SHALL BE INSTALLED TO MEET APPLICABLE UL, NFPA AND ADA STANDARDS, OR AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 3 ALL WIRE AND CABLING SHALL BE APPROVED FOR FIRE ALARM SYSTEM USE AND BE LABELED AS NEC TYPE FPL OR HIGHER 4 WHERE CABLING IS NOT EXPOSED TO THE POSSIBILITY OFMECHANICAL DAMAGE (CEILING HEIGHT, ABOVE BAR JOIST) IT MAY BE RUN EXPOSED & PROPERLY SECURED TO THE BUILDING STRUCTURE. EXPOSED CABLE BELOW 7' SHALL BE PROTECTED BY STEEL CONDUIT. 5 WHERE LOCAL AUTHORITY HAVING JURISDICTION REQUIRES ALL WIRING INSTALLED IN CONDUIT, ELECTRICAL CONTRACTOR SHALL FURNISH & INSTALL CONDUIT ACCORDING TO SPECIFICATIONS OF FIRE ALARM CONTRACTOR. 6 DIGITAL COMMUNICATOR CONNECTED TO TWO FSK PHONE LINES LOCATED IN THE ROOM WHERE CONTROL PANELS ARE MOUNTED. 7 THIS SYSTEM WILL HAVE REMOTE STATIOM MONITORING BY ADT 8 PULL STATION TO MOUNT 48" ABOVE THE FINISHED FLOOR 9 LOCK BOX TO MOUNT NO HIGHER THAN 6' ABOVE THE FINISHED FLOOR O MEZZANINE PLAN ADT will connect backFlow tampers it required by AHJ AA — Backflows ACTIVATION OF BUILDING FIRE ALARM SYSTEM SHALL AUTOMATICALLY UNLOCK ALL MAGLOCKS, AND SHALL REMAIN UNLOCKED UNTIL FIRE ALARM SYSTEM HAS BEEN MANUALLY RESET. FIRE ALARM WIRE LEGEND DESCRIPTION sYMBaL 2/14 FPLP 2/18 FPLP 4/18 FPLP - TH WN Dck Box AFF REVIEWED By: Sanford ire Pre enti u Diy- Date: FIRE ALARM LEGEND s'MBaI DESCPoPTION FE C PI FIRE ALARM CONTROL PANEL FCA REMOTE ANNUNCIATOR PULL STATION ® PHOTO SMOKE DETECTOR DUCT SMOKE DETECTOR Installed equipment (others HORN ONLY ® SURGE PROTECTION WATER FLOW SWITCH Installed by (others TAMPER SWITCH installed by Io hers © LOCK BOX EOL ® CONTROL RELAY MAGNALOCK equipment Installed by others installed HORN BATTERY CALCULATION WORKSHEET FIRE ALARM CONTROL PANEL NUMBER OF DEVICES CURRENT PER DEVICE TOTAL CURRENT DEVICE ALARM SUPV. ALARM SUPV. Unirnode 10 FACP 1 0.245 0.125 0.245 0.125 Annunciator 1 0.017 0.017 0.017 0.017 Pull Station 1 0 0 0 0 Lock Box 1 0 0 0 0 Smoke Detector 4 0.067 0.00012 0.268 0-00048 Control Relay 3 0.015 0 0.045 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Horn 1 0.05 0 0.05 0 0 0 0 0 0 0 0 0 TOTALS 1 0.625 0.14248 A. TOTAL SUPERVISORY CURRENT 0.14248 B. STANDBY TIME (24 OR 60 HOURS) 60 C. TOTAL SUPERVISORY CURRENT X STAND BY TIME 8.5488 D. TOTAL ALARM CURRENT 0.625 E. ALARM TIME IN HOURS (5 MIN = 0.084 HRS) 0.084 F. TOTAL ALARM CURRENT XALARM TIME 1 0.0525 G. REQUIRED AMPERE HOURS Add line C & F 8.6013 H. TOTAL REQUIRED AMPERE AFTER A 1.2 DERATING FACTOR 10.3216 INSTALLED BATTERY WILL BE 1 12 AH OR LARGER MAN ,r II I I � II II � i it I I II 1 II ! 1 I II I II ' I r Saw ut CurbfN ten' Exis n V, k S II = ' Remove 14' I of Curb (Some Under Asphalt) I Curb Cut Ramps F.D.O.T. Per :;.�. . - ' Index No.304 I Detail CR21 1 ' `Additional Pavement - Per Typical Section ' on Sheet C-8 t { Remove 16' of Curb I I 4 IJ x Existin Joint II I I 3 Ir i l II I urb C ui Ramps I i i er F.D.O.T. ' Index N 15 1 1 etail C - 21 U I I I E ;, IC kI I - _ I 1 I ' I I I € v(D i I - I � i i ' A I� ' I• �� 1 I - U•-�- �% N C f I 1 II I •cam O —1 C " log I! I I [ I I O j { I IV { I i1 I I it I LIN 1 1 O I t U U 1 1 d� I LL- = I 1 L- a p l l w { { O a X 1 1 0 O�W ii X LLI I N { US ii 14)• 00LI `~ r II IooQli CV i 1 1 • �aii o I I ! f fi )' II f F I ,1 fl ® I i I II 1 � II � I I II II _ tt II c/5 I V I LL good I € 4) I 1 II II V I N - �- �; I C: 11 ° o I I I I II ! s X {I l i F I LLJ I f p II [ II 11 4 ,1 In II li II f II I I i V N'I, E S j I Yo 5 II t OH W OHV� . IT, I I U, --- ice! ------------------------- I. imom N ---------------------- ---------------------- "�4 t --------------_. L7-bti W off h I t 1 1 f wI �g { I , 1I SECTION 25, TOWNSHIP 19 SOUTH, MANGE 30 EAST Type 'F' Curb Relocate COMMERCIAL STREET Ex. Sign " 1 Type S-3 (50' RIGHT OF WAY) /-A__L-IL ^----1--- r......t•.. 1-4 nr........ ..... I I I I I I I t I 1 I I I I 1 � { { i { , , , { Install R1-1 Stop Sign & I 20' x 30" Stop Bar Construct Cuprb Construct Sidewalk°' ----- _ Ramp, Per F.D.O.T. Index No. 304, . �---------- 27- \ / / ummm 24.1 T ► • "<= I I r� II '1 I I I II "'rt•'<� •. � I 1 i I I I II•d ' ' �;� ; 1 Canopy ..•. • I II . e•+ _ I � I 1 � Q C) I I LL I —17 t t f A�A 9' 12 0 i o man ED LANE LANE N 7ft DFIVE M>�F PASS ®P N Acl- � a O I 1 'f I ( N ,, . U) ICL I O I I I I I N Q N N V 1 >` I p t I I f 1 �� (V O I N 10, 1 C13 - -- LL X 3 w c 1 .L LLJ I _ ' G E I 1 I > If 3 Cr I II I O I I ' II ' W " I 11 II 1I � t II 'I � II II o I `on Constro# Crosswalk I per 9yll Standards I F " IGA # z �Nz<� � NS C Y FSJZ'FORD i x e .. w w z C7 z • W Q co � Q C7 O � w w o Cr a 0 fi LL- z cn w` Z Z Q O 3 CL ti 0 = z o --j C) d < .�- co IL K) o ( N o d c F— v 0 0 rz 0 c� Qo u- r� � z J co F— 0 m> vl.l..l w W CL Z Z Lo F- W cm co o � rn •d ♦!wL^ V ' NOTE: ' Construct Sidewalk I Romp, Per F.D.O.T. 1. ALL DIMESIONS ARE TO BE FACE OF CURB, OR IIndex No. 304 FACE OF BUILDING, UNLESS OTHERWISE SHOWN. t Construct Driveway Per 2. STOP SIGNS SHALL BE 30 INCH HIGH INTENSIT` FDOT Index No. 515 GRADE SIGN AND ALL STOP BARS SHALL BE I WHITE THERMOPLASTIC. Install R1-1 ' Stop Sign & 11 11 12'x30" Stop Bar �!� 1 � oXAABRIICK %,onsirucc �)taewalK Kamp Per FDOT Index NO. 304 (Both Sides) FIRST STREET,'�c%�.��w _ (66' RIGHT OF WAY) IE 1 E x i s t i n 3 Zoning: SC-3 F u t u r e L a n d U s e: D o w n t o w n W a t e r f r o n t B u s i n e s s D i s t r i c t LINE TABLE LINE BEARING LENGTH L1 S89'30'27"W 10.01' L2 S00'24'30"E 10.01' ECKEPID CORPORATION DAIRY ROAD LAR 0, FLORIDA 337 7 (72 ) 399-7553 PROJECT DEVELOPER= THE CAPSTONE GROUP, INC. 801 N. ARMENIA TAMPA, FLORIDA 33609 (813) 253-3535 w Z w U J OZ � Q cm �i - �" j W Z IL W OOOEMO IL O O CA W N® hgZo Z Z W a Cal O 4( DESIGNED BY: EMK DRAWN BY: EMK CHECKED BY: EMK SCALE: DATE: I"=20' 01/03 CAD FILE: C-4 JOB NUMBER: 30802.03 SHEET C=4o, 9 I �" TO SY! FLOW SW. -4*' MAIN ® 13'-4" AFF ;RV'D ELL ( 1�- ELECTRIC BELL \ (OUTSIDE) 4" SHOTGUN CHECK VA. --- 2" ANGLE VA. M ---- 2" (COJ) 4" BUTTERFLY VA. W/SUP ERVISORY CONTROL �- 2" GALV. THRU WALL TO 2" GAIV 45' ELL (COJ) 4x2-0 SPOOL PC. / - 6" X 4" GROOVE OR FLANGE AS REQ'D. --// --- 6" UG ® 12" AFF RISER DETAIL N.T.S. ANTI -FREEZE LOOP DETAIL J 1 i ti } SITE AREA DATA EXISTING ZONING SC-3 NUMBER OF STORIES ONE BUILDING HEIGHT (MAX.) 34'-6" PRE -DEVELOPMENT IMPERVIOUS AREA 42 582 S.F. POST -DEVELOPMENT IMPERVIOUS AREA 43,539 S.F. DESCRIPTION SQUARE FEET PERCENTAGE BUILDING 14,129 25.7 SIDEWALKS 2,531 1°-.6 PAVEMENT 26,879 4 9 GREEN 11,480 20:8 TOTAL 55,019 �00 PARKING REQUIRED (1 / 200 S.F.) PARKING PROVIVED (INCL. 3 H.C. SPACES) 71 SPACES 53 SPACES C O N T A C T S GAS CABLE FLORIDA PUBLIC UTILITIES TIME WARNER COMMUNICATIONS 830 W. 6TH STREET 844 MAGUIRE ROAD SANFORD, FLORIDA 32771 OCOEE, FLORIDA. 34761 DAN SCRIBBENS MARVIN USRY 407-322-5733 407-532-8509 WATER AND SEWER CITY OF SANFORD ELECTRIC P.O. BOX 1788 FLORIDA POWER & LIGHT SANFORD, FLORIDA 32772 PAUL MOORE, P.E. P.O. BOX 4129 407-330-5640 SANFORD, FLORIDA 32772 MARK POLLOCK 407-328-1924 TELEPHONE BELL SOUTH 132 COMMERCE WAY SANFORD, FLORIDA 32771 MARTIN NOSIE 407-327-0447 "AL PLANS FOR MOM W�im 1% ST EEIT ZA05" E M I N O"LE C;'-OUNTY, FLORIDA a r i g C M RCIAL i { IN F Z STREET F11 E. 1ST STREET STREET 1 9 LW 2ND. ST. ' I / ! ❑ ❑ FIL EED FIF W 3RD. ST. vi e a `" ❑ F a ❑ SIREET a `i tii STR ET 5TH. ST of ° bi j ETR ET F- TH. ST. _.. 46 M ❑ STREE7 E. 7TH ❑ F] a • W 7TLJ VICINITY MAP LEGAL DESCRIPTION: 0 ALL OF BLOCK 2, TIER 8, LESS THE SOUTH ' 10.00 FEET OF THE WEST 10.00 FEET OF SAID BLOCK 2, E.R. TRAFFORD'S MAP OF THE TOWN OF SANFORD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGES' 56 THROUGH ,64, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. DEVELOPERv THE CAPSTONE GROUP 801 N. ARMENIA AVENUE TAMPA, FLORIDA 33609 Ph. (813) 253-3535 • I :j ENGINEER /SUR VEYR® 4 EMK CONSULTANTS of FLO'RIDA, INC.;., 7815 N. Dale Mabry Hwy. Tampa, Florida 3,361.4 Ph. (813) 931-8900 E—Mail emk@emkfla.com ENGINEERS SURVEYORS • LAND PLANNERS' Copyright © 2000 EMK Consultants of Florida, Inc. -- 7 IT PARCEL I.D. NO.: 25-19-30-5AG-0208-001 /2/6/7/90 25-19-30-5AG-0208—Ql'00 INDEX O_ DRAWINGS SHEi'T N0. TITLE C--I COVER SHEET C-2 GENERAL NOTES AND SPECIFICATIONS C-3 EXISTING CONDITIONS PLAN C• 4 HORIZONTAL CONTROL & STRIPING PLAN C-5 PAVING, GRADING & DRAINAGE PLAN C-b UTILITY PLAN C-7 DEMOLITION PLAN C-8 CIVIL DETAILS C-9 CIVIL DETAILS L-1 LANDSCAPE PLAN L- LANDSCAPE DETALS I -I IRRIGATION PLAN 1-2 IRRIGATION DETAILS SITE PERMIT DATA AGENCY APPLICATION/PERMIT NO. DATE SUBMITTED DATE APPROVED CITY OF SANFORD - 2/21/03 " ST. JOHNS RIVER WATER MANAGEMENT 42-117-87659-1 2/21/03 - DISTRICT FLORIDA DEPARTMENT OF ENVIRO. PROTECTION (SEW) - SEMINOLE COUNTY PUBLIC HEALTH DEPARTMENT (WAT)- - FLORIDA DEPARTMENT OF TRANSPORTATION (DRG.) - 2/21/03 " FLORIDA DEPARTMENT OF TRANSPORTATION (DRWY.) 03K593-0011 2/21/03 " THIS ENGINEER WILL BE CONSULTED FOR ANY INTERPRETATIONS OR REVISIONS DEEMWORKEPERFORMED FRD NECESSARY OM REQUIRED FOR O;: • THESE 'PLANS. GOVERNING SPECIFICATIONS: STATE OF FLORIDA DEPT. OF TRANSPORTATION, STANDARD SPEC- IFICATIONS, LATEST EDITION AND SUPPLEMENTS THERETO, IF NOTED IN THE SPECIAL PRO- VISIONS FOR THE PROJECT. - CONSTRUCTION, SHALL CONFORM TO ALL APPLICABLE CITY OF SANFORD STANDARDS AND SPECIFICATIONS INDEXES, SUBDIVISION REGULATIONS. Proiect No 30802 03 I W W W GENERAL EROSION AND TURBIDITY CONTROL NOTES 1. The contractor shall be responsible for installation and maintenance of all erosion and turbidity control and the quality and quantity of offsite or wetland discharges. 2. The appropriate turbidity and erosion control methodologies selected by the contractor for this project should be made following assessment of the plans and project engineer and appropriate agencies. The contractor will be responsible for obtaining any necessary permits for such activity. Several factors to consider are listed below: A. Clay content in excavated materials and/or permeability rates B. Depth of cut in ponds or utility lines C. Ambient ground water levels D. Actual rainfall amounts and time of year, relative to normal rainy season E. Proximity to wetlands, water bodies or offsite properties F. "Class" designation of receiving water bodies (i.e., outstanding Florida waters, shellfish harvesting areas, etc.) G. Density, type and proximity of upland vegetation to be retained during construction (for use as possible filtration areas) H. Fill height relative to natural grade and length and steepness of proposed slopes I. Existing topography and directions of surface flow J. Type of equipment used K. Project type L. Duration of construction activities M. Separation distance of onsite ponds N. Ambient quality of surface and groundwater 0. Temporary stockpile locations and heights 3. At the onset of construction, the contractor, as the party responsible for implementation of the erosion and sediment control, shall assess the above described conditions and factors with respect to relative cost effectiveness and select the appropriate methods of protection. We provide a fairly extensive list of techniques below but stress that any or all of the following may be necessary to maintain water quality and quantity standards. The construction sequencing should be thought out in advance of initiation to provide adequate protection of water quality. 4. Discharges which exceed 29 N.T.U.'s over the background levels are in violation of state water quality standards. Discharges of water quantities which affect offsite properties or may damage wetlands are also prohibited by state permits. 5. The erosion and turbidity control measures shown hereon are the minimum required for agency approval. Additional control and measures may be required due to the contractors construction sequence and unforeseen weather conditions. Any additional measures deemed necessary by the contractor shall be included in the lump sum bid. 6. Hay bales or silt screens shall be installed prior to land clearing to protect water :quality and to identify area to be- protected from clearing 'activities. 7. Floating turbidity barriers shall be in place in flowing systems or in open water lake edges prior to initiation of earthwork. 8. The installation of temporary erosion control barriers shall be coordinated with the construction of the permanent erosion control features to the extent necessary to assure economical, effective and continuous control of erosion and water pollution throughout the life of the construction phase. 9. The type of erosion control barriers used shall be governed by the nature of the construction operation and soil type that will be exposed. Silty and clayey material may require solid sediment barriers to prevent turbid water discharge, while sandy material may need only silt screens or hay bales to prevent erosion. Floating turbidity curtains should generally be used in open water situations. Diversion ditches or swales may be required to prevent turbid stormwater runoff from being discharged to wetlands or other water bodies. It may be necessary to employ a combination of barriers, ditches, and other erosion/turbidity control measures if conditions warrant. 10. Where pumps are to be used to remove turbid water from construction areas, the water shall be treated prior to discharge to the wetlands. Treatment methods include, for example, turbid water being pumped into grassed swales or appropriate upland vegetated areas, sediment basins, or confined by an appropriate enclosure such as turbidity barriers or low berms, and kept confined until its turbidity level meets State Water Quality Standards. 11. The Permittee shall schedule his operations such that the area of unprotected erodible earth -exposed at any one time is not larger than thanthe minimum area necessary for efficient coristructior operation, and the duration of 'Construction to- the `elements shall be as short as pr6cticable. Clearing and grubbing shall be so 'scheduled and performed such that grading operations can follow immediotuiy thereafter. ..Grading operations shall be so scheduled and performed that permanent erosion control ', .,_Aures can follow immediately thereafter if conditions on the project permit. - - - - 12. Water derived from various dewatering methods should be passed through sufficiently wide areas of existing upland vegetation to filter out excess turbidity. If this in not sufficient, the water should be retained in previously constructed permanent stormwater ponds or else retained in temporary sedimentation basins until the clarity is suitable to allow for its discharge. Plugging the outfalls from completed stormwater ponds may be needed to avoid discharge. However, such situations should be monitored closely to preclude berm failure if water levels rise too high. 13. Water can be transported around the site by the use of internal swales or by pumps and pipes. 14. Sheet flow of newly filled or scraped areas may be controlled or contained by the use of brush barriers, diversion swales, interceptor ditches or low berms. Flow should be directed toward areas where sediments can sufficiently settle out. 15. Exposed soils should be stabilized as soon as possible, especially slopes leading to wetlands. Stabilization methods include solid sod, seeding and mulching or hydromulching to provide a temporary or permanent grass cover, mulch blankets, filter fabrics, etc. can be employed to provide vegetative cover. 16. Energy dissipaters (such as rip rap, a gravel bed, hay bales, etc.) shall be installed at the discharge point of pipes or swales if scouring is observed. 17. Attempt to install roadway curb and gutters as soon as possible to reduce the surface area for erosion to occur. 18. Implement storm drain inlet protection (hay bales or gravel) to limit sedimentation within the stormwater system. Perform inspections and periodic cleaning of sediments which wash out into the streets until all ground leading to them is stabilized. 19. Water discharge velocities from impounded areas and temporary sedimentation basins shall be restricted of avoid scouring in receiving areas. 20. if water clarity does not reduce to state standards rapidly enough In holding ponds, it may be possible to use chemical agents such as alum to flocculate or coagulate the sediment particles. 21. Hay bales, silt screens, or gravel beds can be added around the pipe or swale discharge points to help clarify discharges. Spreader swales may help dissipate cloudy water prior to contact with wetlands. 22. All fuel storage areas or other hazardous storage areas shall conform to accepted state or federal criteria for such containment areas. 23. Vehicle or equipment washdown areas will be sufficiently removed from wetlands or offsite areas. 24. Fugitive dust controls (primarily by using water spray trucks) shall be employed as needed to control wind born emissions. 25. If the above controls remain ineffective in precluding release of turbid water, especially during pond or utility line dewatering, then the contractor may be compelled to use vertical dewatering system such as well points or sock drains to with drew groundwater which may already be clear enough to allow for direct discharge to wetlands. Due to the comparatively high cost of this method, it is expected that it will be reserved for use as a last resort. 26. Ongoing inspections and periodic maintenance by the contractor shall occur throughout construction as necessary to insure the above methods are working suitable. This may be needed as often as daily if conditions so warrant. STORMWATER OPERATIONS AND MAINTENANCE INSTRUCTIONS OPERATION: (The Capstone Group is responsible for 0&M) Since the stormwater system is a gravity system consisting of pipes, inlets, overland flow, underground vault & overflow weir with skimmers, there will be no operation instructions necessary in order for the system to function. MAINTENANCE: Maintenance of the system shall consist of the following:' 1) PIPE AND INLET MAINTENANCE 2) UNDERGROUND VAULT MAINTENANCE' 3) OVERFLOW WEIR AND SKIMMER MAINTENANCE. i 1) PIPE AND INLET MAINTENANCE.' The structures of the system consist of inlets with grated covers and an interconnected storm drain piping system. Periodic inspection of these items shall ;consist of removing the grated covers and checking for trash or debris; that may have accumulated inside the structure restricting the flow necessary to the function of the system. 2) UNDERGROUND VAULT MAINTENANCE: Maintenance shall consist of removing any trash or debris that may have accumulated within the underground vault 3) OVERFLOW WEIR AND SKIMMER: A fiberglass skimmer is provided within the vault. The skimmer will remove floating pollutants and debris prior to discharging. This area must be inspected periodically to insure there is nothing within ------the skimmer area to restrict the flow from the site as designed. The overflow weir should be periodically inspected and any debris clogging the weir should be removed. EARTHWORK NOTES 1. The contractor shall install silt fence and tree barricades as shown on construction plans. City of Sanford should be contacted to inspect silt fence and ,tree barricades prior to commencement of earthwork operations. 2. Upon issuance of Clearing Permit, contractor shall remove and dispose of trees called for such on plans. All ground vegetation and topsoil within the limits of construction shall be removed, Any unsuitable material encountered shall be removed to the satisfaction of the geotechnical engineer. All topsoil removed from the building and pavement areas shall be stockpiled and used later in landscaped areas. All organic soils/debris should be removed, see organic soils removal notes. 3. After clearing operations, the exposed subgrade should be evaluated and proofrolled as directed by the geotechnical engineer. Proofrolling shall consist of compaction with a large -diameter, heavy vibratory drum roller. Observation should be made to identify any areas of yielding soils that may require over excavation and replacement, as determined by the geotechnical engineer. GENERAL NOTES: 1. All elevations refer to City of Sanford Datum. See sheet C-3 for Benchmark information. 2. The location of existing utilities are approximate as shown and it is the contractor's responsibility to determine the exact location of the utilities prior to construction in their vicinity. The contractor shall notify all concerned public agencies and utility companies in the area before beginning construction, including "Sunshine" at 1-800-432-4770. 3. Prior to beginning work, the contractor shall expose all existing utilities to be extended or crossed and contact the engineer at 931-8900 for verification of their_ location and elevation. Any conflicts shall be brought to the engineer's attention for resolution, 4. The contractor is to exercise extreme caution in the vicinity of trees to remain and is responsible for any damage resulting from his --work. 5. All roadway spot elevations refer to pavement or edge of pavement elevations, unless otherwise shown. 6. Prior to casting structures, the contractor shall submit five (5) sets of shop drawings to the engineer for review. Shop drawings shall include all sanitary and storm structures, as well as data on paving, and lift - -station materials. 7. All design and construction must conform to the minimum standards set forth in City of Sanford Land Development, Zoning and/or related ordinances. 8. The contractor shall keep record drawings of the work and shall submit one certified copy, prepared by a registered land surveyor to the engineer prior to final payment. 9. Construction material testing will be provided by the owner. Any and all retests will be paid for by the contractor on a monthly basis. 10. The property shown hereon falls within Flood Zone "X", as shown on the Flood Insurance Rate Map, Community Panel Number 120294-0045-E, revised date 4/17/95. 11. Contractor to notify City of Sanford at least 48 hours in advance of utility installation. 12. Parking spaces shall be delineated with 6-inch white stripes. Handicap spaces per details, stop bars (24" wide). All pavement markings shall be in accordance with MUTCD standards. 13. All roof run-off must be controlled and directed towards detention areas via storm drain system. 14. Disturbed area within the right-of-way will be compacted to 100 % of maximum density and sodded., per F,D,O.T. specifications, Section 125.8.3, 1986 Edition (or latest edition). 15, Elevations are based on a Topographic Survey prepared by EMK Consultants of Florida, Inc. which does not reflect land alterations which may have occurred since that time. 16. All right-of-way installations will be in accordance with practices referenced in the State of Florida Utilities Accommodations Manual 17. Signs and barricades to be according to FDOT Manual of Safe Practices; reference FDOT Indexes 600 thru 650. 18. Safe pedestrian traffic is to be maintained at all times. 19. Any sidewalk which becomes undermined must be removed and replaced. -Sidewalks are to be reconstructed within three (3) days after removal. When existing sidewalk is removed, it is to be removed to the nearest joint. 20. Place expansion joint between back of curb and concrete driveway. 21. Utility installations involving concrete and asphalt driveway, in good condition must be accomplished by jack and bore or pushing. No jetting will be allowed. 22. Compaction for pipe backfill shall comply with AASHTO T-99 (100%) 23. A minimum of 3' cover over utilities at all ditch crossings is required. 24. All existing traffic signs shall be maintained throughout construction. SANITARY 1. SEWER NOTES All sewer pipe material and installations are to be in accordance with City of Sanford's specifications. Gravity sewer pipe is to be PVC SDR-35, ASTM D-3034 and ASTM D-3212. WATER NOTES WATER & SEWER CROSSINGS & PARALLEL INSTALLATION NOTES CROSSINGS' - I, Conflicts between water, sanitary, storm sewer, and underdrain systems to be resolved by adjusting water lines as necessary. 1. Sanitary sewers, force mains and storm sewers crossing 2. Watermains to have a minimum of 36-inches of cover below proposed grade. water mains shall be laid to provide a minimum vertical distance of 18 inches between the invert of the upper 3. The contractor shall provide all fittings required for a complete water system in accordance with good'pipe and the crown of the lower pipe whenever possible. construction practice. i 4. PVC water mains 1-1/2" 'Shall be 200 P.S.I. SDR-21 (Sch. 40) as approved by AWWA. i! Where sanitary sewers, force mains, reclaimed water mains 5. Fire line shall be PVC SDR-14 (C-900). and storm sewers must cross a potable 6. Domestic water lines shall be tested in accordance with City of Sanford Utilities Standards, water main with less than 18 inches vertical distance: (1) Both latest edition. the sewer and the water main shall be constructed of ductile iron pipe (DIP) at the crossing. (DIP is not required for 7. Fire line shall be tested in accordance with NFPA 24 and City of Sanford requirements. storm sewers if it is not available in the size proposed, also, a sanitary sewer or force main may be C900 PVC at the crossing). Sufficient lengths of DIP must be used to provide a minimum STORM SEWER NOTES separation of 10 feet between any two joints. (2) Alternatively, one of the crossing mains shall be enclosed within a 20 foot long 1. Pipe measurements. are to. -center of structure. steel or PVC casing centered on the crossing. Where water main 2. RCP shall be Class III. crosses below sewer main, encasement of both mains is mandatory. 3. All inlets shall have iron angle seats and be traffic bearing. All j 9 must crossing joints on the water main within 20 feet of the 4. All installations, shall be in accordance with FDOT standard indices and specifications. be leak free, and mechanically restrained, A minimum vertical clearance of 6 inches must be maintained at the crossing. (Unless noted otherwise) - -- All crossings shall be arranged so that the sewer pipe joints and the water main pipe joints are equidistant from the point of crossing (pipes centered on the crossing). Where a new pipe. conflicts with an existing pipe, the new pipe shall be constructed of DIP and the crossing shall be arranged r •"" to meet the requirements above. PARALLEL INSTALLATIONS 2. A minimum 10 foot horizontal separation shall be maintained between any type of sewer and water main in parallel installations whenever possible. In cases where it is not possible to maintain a 10 foot horizontal separation, the water main must be laid in a separate trench or on an undisturbed earth shelf located on one side of the sewer or force main at such an elevation that the bottom of the water main is at least 18 inches above the top of the sewer. Where it is not possible to maintain a vertical distance of 18 inches in parallel installations, the water main shall be constructed of DIP and the sewer or the force main shall be constructed of DIP (if available in the size proposed) with a minimum vertical distance of 6 inches. The water main should always be above the sewer. Joints on the water main shall be located as far apart as possible from joints on the sewer or force main (staggered joints). Z G? �1 W N J p J Q Z L to _ r, W W W (L a 0 e: 0 J W U U) o c W Z v �f �l T z •� Q 3 L O Cl- LL_ d o Oa,- TMO q 0) --I (D Qto -J c0 tL o «- O 0 K) d c (!� F- v � L O U Z Ci p M Y Z j Y 0 w cc,> M F-- LL) of _ vj o Z - V) O Ld p o7 W v+ z A LLI z o W U J 0 0 D Z F- ' Zar _� OW LW 6<XLWZLL ��30iiLiL V ZatWi_��wUdO C,9 p m N o7 � W -F- Zre'F- O w 0 w z 0 p 0 Z �- w a °L�J 006W0~ 1 W 0 F-U) QaZ wz�wW W•w -Z)>o�oWQU(6O-U of WOGQfaY )-F=Y 20E-W22UZ2E -o_W Z < W r m W E- a 0 z 0 W Z 0 - (n a Ld DESIGNED BY: EMK DRAWN BY: EMK CHECKED BY: EMK SCALE: DATE: 01/03 CAD FILE: C-2.DWG JOB NUMBER: 30802.03 SHEET: ® of SECTION 25, TOWNSHIP 19 SOUTH, RANGE 30 EAST SEMINOLE COUNTY, FLORIDA EX. FIR I I I f EX. FIRE HYDRANCOMMERCIAL HYDRANT bb L SANITARY STRUCTURE TABLE STRUCTURE NO. TOP ELEV. INVERT ELEV. S-1 18.25 13.09 (S-8") 13.08 E-8") 13.01 (N-8") S-2 18.28 12.61 W-8") 9.68 N-8 9.61 (W-8") 9.75 (E-8") S-3 18.82 13.47 (N-8") 13.59 (E-8") LINE TABLE LINE BEARING LENGTH L1 S89'30'27"W 10.01' 1 2 S00'24'30"E 10.01' z W LO w o 5 N z N O z w z J CD 6 a c z I (i' LLI O "- o Cr OL A. EX. 6 WATER � o L E G E N D can ST-1 .0-SEX. DRAINAGE FLOW DIRECTION - v) O O _ _ ^5 I ■ FOUND CONC_ MONUMENT cv EMK U � ❑U 1 ,� ,��, � � GAS VALVE z z 1' N1. I 1"� 0,0 (P '�°' O� '` SET CONC. MONUMENT a '' �' O' �' ❑O GAS METER z -0 O FOUND CORNER -AS NOTED ©(?) GAS METER -MULTI a 3 2 a o U_ • SET CAPPED IRON ROD C�` C O M M E R C I A L S T R E E T S-2 0 FOUND P.K. NAIL & DISK ©G GAS UG MARKER O a'� oU S-1 S SS SS S (50 RIGHT OF WAY) S SET P.K. NAIL &DISC © GAS FILL CAP -j Li = M o) a n a C n. .� O • FOUND NAIL i,n M I. (D O `L ob o,`1' 0s' �O '� '` �' `L ❑U N PROPANE UG-MARKER o v ��,ivy�0 ,� N161 Nam' OO FOUND X CUT NV M A. A. X SET SCRIBED X-CUT 0) w � o X N o GRASS U❑P �0 0� BENCH MARK DQ PROPANE VALVE z o a o o 0 O o GRASS > » O x , AREA '� Q AREA S89 34 17 W '`� 247.82 � ❑U A AMMONIA UG-MARKER o � � Y m � " WOOD TELE POLE �w WATER UG-MARKER ~ � o " w w X w i P 36.7' 1 7 P �T' z STEEL TELE POLE ® WATER WELL Zv a o �' f I 01. // N FENCE GATE Lo GRASS CONC. TELE POLE WATER VALVE O w rz " 4 U) J I AREA I U w t I ( / OW WATER METER w l / Q , WOOD POWER POLE Y z z (0 I 03 CUR I STEEL POWER POLE FIRE HYDRANT W w I I v) ST-2 LE INP ® SPRINKLER , INLET CONC. POWER POLE 1 ®V SPRINKLER CONTROL VALVE CONCRETE N�o WOOD COMBO P W ® WATER VAULT POLE i ' x I T R E E STEEL COMBO POLE ®M WATER MONITOR WELL I i E-1 Z SS ST-6 l T $ST-5 / 0h a A-1.24 ACRES �,� o L E G E N D CONC. COMBO POLE �, WOOD SIGNAL SUPPORT POLE I rO j X c�1 CN-93 Q I 10.. 7�( WOOD LIGHT POLE iL STEEL SIGNAL SUPPORT POLE II I o� ONE STORY o Tc-10 MIN Q OAK �7. STEEL LIGHT POLE SS I I O � CONC. SIGNAL SUPPORT POLE j Q O 3( CONC. LIGHT POLE CW - BLOCK BUILDING 0 - FENCE GATE F.F.=18.80 �CO Y) F- o � CROSS LIGHT SUPPORT = r YARD LIGHT POLE Sv 10,770 S.F. / � � U P J O X � GUY ANCHOR POLE I r� � ❑ � w DQ SAN. AIR RELEASE VALVE � z Q o 0 LL o w Z 0.4 W 4 GUY ANCHOR oC0 SAN. CLEANOUT z o z 2'x w z U I I I s U I ® PHONE VAULT ( SAN. MANHOLE g _z U) w w v) S o w 0.4 TO PHONE MANHOLE D STORM MANHOLE v z a o o w a o O Co U L(� �Cn ,���' Q I ❑U P PHONE UG-CABLE ❑ STORM INLET -GRATE -CENTER C) w o CL w z O o o z I w Q H Q N O (V x �1� O ® CABLE TV-UG BOX ❑D STORM INLET-DITCH-BOT-CENT. p d5 w o ~ J n. I- J 5' BLOCK WALL N = v1 D O E D I ( IT ❑U C CABLE TV-UG CABLE ❑Y STORM INLET -YARD -CENTER W v> ►- - CO z w a (n z = z F W > 0 2 116. 90' _ _ _ _ , _ _ _ - - _ _ _ �'01' �o, ELEC MANHOLE 0 STORM MITERED END SECTION w o_ I- � v co o lw- Q 1 °� 14' PLA ED ALLEY �°�' ST-4 © ELEC METER A STORM FLARED END SECTION rr w Y } t Y Q I LLI �`0 14' PLATTED ALLEY x,�g• x��' Ox� �� x BROKEN ASPHALT x ST-3 = o F- w Z z g BROKEN ASPHALT ��'~ .�°�' S �"� ©(?) ELEC METER -MULTI ®CO UNDERDRAIN CLEANOUT o w _ a 3 w C O O S-3 S SS SS LLJ moo. -OH W- - - - - - - - - - - -� - - - - _ - __ .-..- _ - _ -oHw- _ - _ _ _ =�'K � _ � - __ _ - _ - - - �=-oHW-= _ - � - -- - - - - - ELEC UG-CABLE -� SIGN -SINGLE r OHW- a U w 0 U 4 °4 °• M ' _ N 49.6'(P) 49.6'(P) I- 49.6'(P) ,�9 49.6 (P) 49.6'(P) N G ELEC RECEPTACLE �- SIGN -MULTI w _ o �tx L 1\ , LOT g LOT 10 O I • BOLLARD HANDICAP PARKING O 06 P o 100' �o O T 6 LOT 7 �.� I E-2 N o� o U �• LOT 9 A-0.25 ACRE (9 REFLECTIVE MARKER POST Z jco '` ' ¢ ❑ DENOTES CONCRETE SLAB U Cn 0.1• GATE x ,� CN-96 O I C MAIL BOX Cn 9.8' 36.5' CO � N 7 w �'` �°�� TC-10 MIN >x ❑ DENOTES OVERHANG COVERED AREA Z o FLAG POLE 0 I ® Z (n DENOTES BUILDING AREA W • ROCK I ` AREA, / 50 ,3' 0.3' �> ONE STORY N W I I BLOCK BUILDING I Qf i I • 41 Z F.F. 20.38 �cv x v► '`0 9, ° 8 I N / 35. 40.z' o� o 00 3 o 1�. I REV EWER z co Of D r- = x / CONC. WAL in } J 00 (G)B : o (n Y m oo L, o � �' ; N I Sanford Fi a Pr ven ' n Div. U I ((n J z -1 rri o m U_ i I Date: © y W F- f ( 86 I I I O W 27 7?.S I LEGAL DESCRIPTION CM Q i,,,. O W 0 cn 01 ' ' ' 2,412 S.F. / Qi A �'� ALL OF BLOCK 2, TIER 8, LESS THE SOUTH 10.00 FEET OF THE WEST 10.00 FEET OF SAID BLOCK 2, �` `? 4 0 °� E.R.RAF F W I L1 I I 9. 3 .S� I FORDS MAP OF THE TOWN OF SANFORD, ACCORDING TO THE PLAT THEREOF AS RECORDED j x j ;� x 0`1' IN PLAT BOOK 1, PAGES 56 THROUGH 64, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. O oHw o 37.3' 4 CONC. wA ❑U P 27 W 237.82' . 0 U, °� C�. 61, O� Z EX. 8 ' WATER '� '� O .� PLANTFR PLAN R EX. 6" WATER CC SURVEYORS NOTES: W' O 69 Bearings are based on the East Right of Way of French Avenue per Right of Way Map, Section No. 7715-(101) 100 I ISO, as being South 00'24'30" East. 14 0 'I� 2 ) No underground utilities underground encroachments buildin foundations Z �� g (+ % MM _. were observed as a part of this Survey, unless otherwise shown. Trees and (66' RIGHT OF WAY) _ �_....- _._� r. _ - -- ~- - a shrubs were not located. Mx Trees and greater, at breast high measure, were located and identified by ` common name. The location of each tree was determined at the point where W '' G the tree t k t t 1 d N d t lull a GRATE WV INLET tree, or other unusualnformation of theotree,ewas madeoast the Paa� log {�Isthe DESIGNED BY: o ° �`'� Oti Or° __ �°' �t INLET O� S T-12 o'` o�O ` �O r--` ,�o, O. ,moo,• ,\ survey. No determination of tree canopy, or drip line, was made as a part of EMK Rom,. _ this survey. Clumps of trees, grouped together in such a way as to make ST-10 -11 ST �wv individual location impractical, were located as a group and identified as such. DRAWN BY: �, � tiYo E M K '? I 4.) Elevations shown hereon are referred to the National Geodetic Vertical Datum CHECKED BY: �I (NGVD) of 1929, using Seminole County Benchmark System, P.K. Nail set in ST-7 COMMERCIAL I concrete, Station Mark stamped "329-69-01", located at Auto Glass and EMK C .� S - 8 ST .. W_ P H PROJECT DEVELOPER: I ''� r ''� BRICK f' PLANTER THE CAPSTONE GROUP, INC. 801 N. ARMENIA I TAMPA, FLORIDA 33609 I I (813) 253- 3535 S T- 9 STORM STRUCTURE TABLE STRUCTURE NO. TOP ELEV. INVERT ELEV. STRUCTURE NO. TOP ELEV. INVERT ELEV. STRUCTURE NO. TOP ELEV. INVERT ELEV. ST-1 18.11 11.05 (N-36") 11.29 (S-36") ST-6 18.14 12.72 13.69 W-18" ST-11 19.09 15.36 (N-12") 15.39 (E-12") ST-2 18.37 14.80 (E-12") 14.69 (S-12") ST-7 19.39 15.29 (W-18") ST-12 19.07 16.45 (SE-12") 15.39 (W-12") ST-3 18.78 14.55 E-15" 14.63 W-12" ST-8 19.0 15.11 E-18" ST-13 18.37 16.46 (NW-12") ST-4 18.95 1' 13.60 W-15' ST-9 19.66 14.28 (N-36") 14.34 (S-36") ST-5 18.27 14.14 (W-18") ST-10 Seat Covers, Inc., Elevation=22.90 feet. On site Benchmarks are located on SCALE: DATE: the North Rim of Storm Manholes. Benchmark #1 Elevation = 18.78 feet. 1"=201 01/03 Benchmark #2 Elevation = 18.27. I I CAD FILE: 5.) The property shown hereon falls within Flood Zone "X", as shown on the C-3.DWG Flood Insurance Rate Map, Community Panel Number 120294 0045 E, revised JOB NUMBER: date 4/17/95. 30802.03 SHEET SECTION 25, TOWNSHIP 19 SOUTH, RANGE 30 EAST II I I I I II II II i k II II II II € II II I II 1115 t Sawcut Cur (N `i� ,ipr "J� Exis n Joint FS II I I Remove 14' ► of CurbType 'F' Curb !� I (Some Under Asphalt) I • : Relocate 0 AMI'Mam E-now" "w" I 'm 0 Oft' T R`E T Per Cut Ramps II 'r Ex. Sign (50' RIGHT OF WAY) F.D.O.T. "' 1 Type S-3 Construct Driveway Per Index No.304 I Asphalt Overlay FDOT Index No. 515 ------__- Detail CR21 I Install R1-1 's I ,I T. Stop Sign & 12 x 30" Stop Bar �........• . Additional Pavement Sawcut Existing Asphalt Edge & Cons rop Cur , Per F.D.O.T. Index No. 300 { Per Typical Section ► '_. on Sheet C-8 ' I '`- _-------------------------------------------------- --- • a :..0 o .�i; r. s. t e . ,1?: a Remove 16L* ,m'.e.'� d' r : , 0 of Curb ,Q ':'a' , °`� g9°3,4'17"W 4f'8 I Ty 'F' 54.65 Loading Zone • • T �J` Loading .. :. - t� .. I I ti 1 Ir9 ► Pylon I lirb ,.,. R_ , :a: ;'. u ;1 Sign I ii I Existing Joint t I , I I 6 E I I 3 R. ' Proposed 3R. ropose I I I . I Proposed ---4-4 Enclosed merurb Cu Ramps 1 1 I Dumpster Transfor er F.D.O.T. aRetaining Wall Locationa Locationndex N 304 I I (See Structural Plans) etail C21 I I ! I I I I O ' L O i Q f I I 1 I I I 4.. 1 1 5 I I I I ° 3 1 j j W ', I N A7 N Q 1 I I Q :'V I I O — I I _ I I ( Ia a 4 O e al a 41 - RAW U) q o .4 Concrete (D Pavement U Ua. La. a CO N I I I I I •., I .0 � Z .N i i I i ' ' a a ' " ` 12.0' 12.0' 20.0' Q. a N 89'30'27" E 113.33' V� - =°O Sidewaed�4' ' :a' r" ROPOSED ECKERD L(7 Sidewalk I '' ••o' I • ' - I :47.4--. :. PROTOTYPE 2002 II N O I I 3 I l I I c I Maximum I ,, p (��«-O v c) ' I , II (REFER TO ARCHITECTURAL PLANS FOR Height Sign - - i i = I o �` Q i I m 1 ° :° .'' - BUILDING DIMENSIONS) I p O, I .41 I � I c ICL Al At omw I j N 1 1 X c I q'. •a I c ,d .I [It1S :- ' r , _ 41 c i i I• ,• a 1 °' I p Combination Curb Concrete Wheelstops ' I O p LL_ I ' N u� ► ' ' •. "I 3 "':. And Sidewalk (Typical) L I asn imII I !? 0-1 a 1M N .0 .. Canopy Nc)Front Door'O �: i v O I = q :. -2 21 1' •dEoh'cr.fel�e.Sil. �-wa .aiik..'....q' °�♦ ..' • �. '-,.d- •.: '' .+' e 3/R.- • •. • . ,Q• : AA I , d q_ ... --- ---- -- ------ --a -- -- -- -� ja eta: • Q v c.. andica Signs e?� ' �9 I 6 Epaces 10 T YPf 3 ' ( • ) �, �, 4 Sp ces C� 10 I I ,, I I 1• Q bow I. I I I I I ' j I I °, : a I " 0'P 3'R. 2 H.C. Spa. O 0 12 a, 1 - - - - - _ S 89'30'27"W - - - 169.00' o l l 107.31 85.52 a 1 o Sidewalk ` a ` e , Ramp �12.0'_12.0 ;11 I I w i l! i I- �1 5'R. I I I I I I 3 R. I �43'R. I I i i 42.5' Proposed j„ Ii t �� I ► i i City of Sc Entry Feai .F I L1 Location I I OHW HIM! mm �luu I O e- x N1, <` ---------------------- �i�. ----------------------� ;�--- - - - - -I-------- tinI i Nam ...... riI -e Lrero Turn Only Sign, -14' x 30�Stop Bar T co rs r. tm T MIN ._. r (66 RIGHT OF WAY Ii1G.i , I------------- ---------------- ----------------------------------- ; ----------- ----------- TT ��►// - Existin I Zoning: SC-3 WW a W I'OH V F u t u re Land Use: Downtown Waterfront Business D i s t r i c t i BRICK 41� 1� I I PLANTER ii ii [1 L? I I I I I I I 1 I 1 I I I I I 1 , I , I 1 I 1 I 1 I I 1 r Install R1-1 Stop Sign & I 20' x 30" Stop Bar ypet'F' I Curb Construct Sidewalk Ramp, Per F.D.O.T. ''- �\\\ Index No. 304,,'-------- -- .4 ®P 24.17' IJLU I II I 'I I son I I 1 Canopy •' ° O Q , I •.1 •.� ' ' 0 SEE 1 ' O t :A I z , I ' II C' 9' 12' UUE THM LANE � ®P N I I I ' I DRIVE PASSLL � :• O I II . r -30 (� 'q C)L V) i I V ' 1 s` a; I O I I I O Q V I C1 I I II I i 1 N I 12' ' I I Q) i _161 - W i +, a�i II ►Z I I I „ o l/�i I ii I v " U) ConstroI t Crosswalk I per Ci�y11 Standards I ' NOTE: Construct Sidewalk Ramp, Per F.D.O.T. 1. ALL DIMESIONS ARE TO BE FACE `OF CURB, OR � Index No. 304 FACE OF BUILDING, UNLESS OTHERWISE SHOWN. Construct Driveway Per 2. STOP SIGNS SHALL BE 30 INCH HIGH INTENSIT' FDOT Index No. 515 GRADE SIGN AND ALL STOP BARS SHALL BE 5 aces (� 10 ` I WHITE THERMOPLASTIC. P , Install R1-1 N I Stop Sign & Type 'F' Cur -� II 112'x30" Stop Bar 1' Landscape Buffer ° n I A( f 85.52' (11 �!- �S EX. BRICK I gin, l.V►ISUUCL W0SSWUIKJ per City Standards LINE TABLE LINE BEARING LENGTH—" L1 S89'30'27"W 10.01' L2 S00'2430"E 10.01' `— Per FDOT Index NO. 304 - (Both Sides) �I II II II II II II II II II W =_ f ti tX ------ ECKEFID CORPORATION h DAIRY ROAD LAR130, FLORIDA 33777 (72) 399-7553 II PROJECT DEVELOPER: THE CAPSTONE GROUP, INC. 801 N. ARMENIA - TAMPA, FLORIDA 33609 (813) 253-3535 o Z w i w W ytrmr C� tIi J =c G7 cad o 41 a o0 a- Q a 0 U_ U � U z w� Z Q T Z v Q a ©v o 3 �d Q 0- ti OE Q o U_ ►� O Q a7 J �q Q t J o 4- co LL ►n o o rn � � N c I— p ® p O U z Q ol0 z wx W L v 0WCo W O 2 — 'p (n O Z v O z �� W `moo pa 0C V I� w rn Y z � � a l L1 z o W U e. uj ,JO OD Z W Oz�WLLW~ZLLi zav�iWLLU'�2LL V)WOOD�I—O U z<LL n W UN(n z0 mW_ C] WOEWZO oz LL 0crLL�1-~��H C) C6 W O _j J I- W (n WzWa0 Wo"—�I—Wo W W W W a' Q>> U O N U WW(XWY- ?-f—Y 2.0E-W2Uz►r2 I—D_WwWZQ3W N U) z 71 Z w 0 O Z U O Q a W " wLLJ � a I� n a Oz iz 4 cm I= ZF j ®I. P10 ui 0 OC y J J a LL O LL WAZ W V t y Od W Z DESIGNED BY: EMK DRAWN BY: EMK CHECKED BY: EMK SCALE: DATE: I"=20' 01/03 CAD FILE: C-4 JOB NUMBER: 30802.03 SHEET C=4,,,9 ECTI ON 25, TOWNSHIP 19 SOUTH, RANGE 30 EAST SEMINO�E COUNTY, FLORID, I i ' � I I I I 1 0 11, I ST-111 (50' RIGHT OF WAY) �o`O boo I I NA o°c I I I A■028 A S S S S S - 2 S S N '� 1 I A C TW=20.00 TtY10lII�V �J ry `L C 1 cn 1 ro �°'� �(>1 I I ,�1- 18.0o TOE=19.00 ��`° +' N N ^� �E-----_C ��'X.°:4-:.� .- •+ �: -'•. r �•.•.4. ti• � .. a' :.•,'.° : •'.d- �{ ..' 18.70- °0 GRASS r 18.80 » p, . AREA ..: 2 -1 82 p n ::,;© 19.30 19. 0 °. 18.35 1 .35 • a .. 18.80 19.30 19.30 50 . 18.40 :r I IR, ( : f:. c� ( S5 19.10 1s.00 : 22,35 ° °+ Loadings Zo_ n2 ° �;. 9` �� . 1tK ,.,. 1 s:5hi Ion 1s.50 1e. •" 18.50 ��' y E 9 I i8.50 • :,p • :; in 18.50 ° R 21.00 20.50 19.2 21.70 22.48 22.40 18.60 I I I - t I I '3 22.40 Proposed of ; °.- I 21.40 21.s0 Proposed 21•� ST-2 I I 1 1 : - - . - - t.7o Enclosed I� n CUR I i I I II(II III ,- o-; ... o._• ., ,a i T2W2=.42s2.00 h ....- Transformer :'::�;,�:•.' '3 1 IIi III1 INLE1.90 d TOE=18.50 Dumpster 130 Location Location - A CURB 21. n,-x 1 INLET ..... X ° 1•60 80 I N D-5 ST-5ST_6 , ro 4 a 4• . ,a �• _. n _ .,a •. n I 3AIBQ : x X P-1 21.70 w t- I I (lull v A-toa Acmes 21.80 21.80 U1 �1 Q = I 1 I I•a -. I I o I ONE I �co I I I I I 22.30 TFfiU I TF�iU TifiU I I I X d. :.; I I 21.60 21.80 R vv �. J ot11* Pala 1 I I `l' kn II ' II I 21.90 PROPOSED ECKERD I II I 21.67 : • I I 11 I I a 4 4 PROTOTYPE 21• 00 1 II I . I Q i I I 21.s7 I 22.20 22.40 21.fio I N I I I x ��6 N 1 �(3 � l _ �, I I -- -- FIN. FLR EL. = 22.50 x s 3 1 I i 09 �°'' ST-4 c� ., f:. X � ' o X 15 X X I I I<>E d ..aA d �_ .I d• 21.20 0 __�� - 0HW I CV ! I I M X W 0� . �°'' I 00 I I :.d ; o N :. . I I I N I I 22.00 n .� I I I 18.74 ! I r t< a 1 C N Front Door 22.48 ° o' I to w �y . 1 Cn O 19.10 I I 1 I ® I I I 'i' , ° :. • - 4 • .. :..::... . -2 - •E0hcrele:t5idtwallc•..4. , :.k ..'•_• 1_80 o (D19. n 21.40 21.90 .. Cps, I j I I 4 oe °.:. 4- .-i-`•;-- ^°- -- - - 1,F-_•1-_3_.r-=�-.._.;per,-•.rQ-: ..4. .. • -4j-•P-2 t I I ( : I I .• . :...:. ,moo• - ; :. -.:, 4: T. a . ' .- '.: ' ."- ` .' I i ANkAd ® I '.�' I I I I ° a 22.00 22.10 22.20 22.20 j tn 18.80 rc�10 MIN t n nLL, .. I I -- I ' =' " l II ( II I ® 21.80 21.90 21.90 21.9-0 'qco 4 '' 11 1 1 I 0 21.50 20. I Nod ��� l ,�o,• 20.10 V) A~ � - -' 1 �o' CP og i t I I I Id' I - - a 21.30 21.30 19 N �0 I { 4 d I 21.30 E 21.00 I I I I I 21.9_0 _ ,'0 21.20� IOC i yI ( x 21.30 21.30 20.90 d I I I � 20.70 D - 3 20.90 1 t Proposed ` I Ir1i n i I I City of Sanford 20.50 �� 21.10 21.10 0.50 1° I �! `' , E I 1 Entry Feature _ �� 2o.so 44„ 2aao ocation - - - - - - -� � cn wh XPylon s 19.70 cv D-2 C19.70p°i I�,4 OS 20.10C OH scr n scrOHW rrs�sc ( -- 1 19.40 s . : 19.40 o - - - - - - - - - - - - `• �. Ir 19.60� \\ o------- -- __--_--_-_ EX. 8 WATERoo__=__________ EX. BRICK o'� 1h 0� X. BRI K o� �� EX. 6 WATER oi - ..w- M - . _ _ __ �_ _ _...... ..�__w - - ..........._ _ - _ _ - _- _ - ............. K•..n.m.. a10 �I� X--------- -- A Mi X- - - - - - -4 I - _ > 41 - IF R Rum- R Em E Ewl"m 6' RIGHT OF WAY ti� GRATE ST-1 1 1 ST-12 -..-..... _.._._.__............. ._ I �o o� (6 0� o� oo- 4 xrk INLET°o� D4 �� h°� NCO! '�9 _ ..._ - * - - - N -�---------------- _-- "�______�_ -�- `i== _=___=---=�1`- -a® J�.----- - ST-10 X,��°o Lt �i NO, Cb 7b� ST-8 OH STORM STRUCTURE ABLE I I BRICK STRUCTURE hO. TOP ELEV. INVERT ELEV. STRUCTURE NO. TOP ELEV. INVERT ELEV. STRUCTURE NO. TOP ELEV. INVERT ELEV. PLANTER _ ST-1 - -18.11 11.05 (N-36") 11.29 (S-36") ST-6 18.14 13.69 W-18" -36 ST-11 19.09 15.36 (N-12") 15.39 (E-12") I� �I I I EX. FIRE HYDRANT h1ti I A f (j OA I I •p EX. 6" WATER COMMERCIALS STREET ST-2 18.37 14.80 (E-12") 14.69 (S-12") ST-7 19.39 15.29 (W-18") ST-12 19.07 16.45 (SE-12") 15.39 (W-12' ST-3 18.78 4.7 N-12 14.68 S-12 ST-8 19.0 1 .2 - 6 14.2 - ST-13 18.37 16.46 (NW-12") 14.55 E-15" 14.63 W-12" 15.11 E-18" ST-4 18.95 11.37 N-36 11.3 3-36 ST-9 19.66 14.28 (N-36") 14.34 (S-36") 13.60 W-15" ST-5 18.27 14.14 (W-18") ST-10 P R O P O S E D L E G E N D _JffK1 PROPOSED SPOT ELEVATION PROPOSED DRAINAGE DIVIDE --�- PROPOSED FLOW ARROW E X I S T I N G L E G E N D 0 FOUND CORNER -AS NOTED 49 SET CAPPED IRON ROD WOOD COMBO POLE l STEEL LIGHT POLE UP PHONE UG-CABLE oC0 SAN. CLEANOUT SS) SAN. MANHOLE Q STORM MANHOLE ❑ STORM INLET -GRATE -CENTER ® WATER WELL WV M WATER VALVE ® WATER METER FIRE HYDRANT CW, CROSS LIGHT SUPPORT -v- SIGN -SINGLE Note: 1. Existing storm structures ST-2 and 3 tops are to be adjusted according to the new grades. ;TORE TABLE INVERT ELEV. 3.09 S-8 13.08 E-8 ) 3.01 (N-8") 2.61 (W-8") 9.68 N-s 9.61 (W-8") 9.75 (E-8") 3.47 (N-8") 3.59 (E-8") O z X f� W c11n z z z w J f eb. Z s a �- ui Lfl O a a 0 a 0 J U. z w z z-0 Q L O d a- � © ��oo oa _� z L. T� � Q Q Lc >_ or) -� Cfl J v oo rn_'qn N v d CO (-- N . O U Z 0LL rn Y z, j Y F- -pOWm �w .� v "' W of _- tn0 Z p n- 'p 0 z In N o W O V N W rn a I_1..1 W U s 3 1 1 J O O Z 1- 1 z_a> .LLC)LL W QZ�LLU_LW�zOJ.. ZQ�W W "'SOW V z<LLOOW~a0 C� U) O O cc)U N CL C] WpCXLWZO00 V- 0 W L� 1: CC = F4- o asWO Jo 1J (J) I- < W (f) (n Z W (f) WwwWzo�rz-wo W W LQ»vc15OF-v WafW�Y >-•F-Y 20E-W2UzIXC E I-o-tn(0Wza3W W01m M 00 M ODD � t- M M � z� U) z w z z Z iw 0 O g U � N 3 ~ U a. a > � w rn Lli w a a in w a w wX Y/ U w W v LLI IIIL DESIGNED BY: EMK DRAWN BY: EMK CHECKED BY: EMK SCALE: DATE: 111=20' 01/03 CAD FILE: C-5 JOB NUMBER: 30802.03 SHEET CM00ffim 9 -717103 I I a u I I I I I - I I 1 i SAWCUT, MOVE & REPLACE EX. ASPHA T PVMT. & BASE (MATCH E MATERIAL) I B Ili �: IMP Sanford Fire Potion Div. ,ire Date: 'I Final Ins p Date EX. FIRE' HYDRANT INSTALL `'R-6"x 6" TAPPING SLEEVES & VALVES a V�ou1(_ C-.\.r,),eS SE C TI O I. 1 COMMERCIALCmn (50' RIGHT OF WAY) 1\` �/r,,Trenchdrain1 ; 20.0 ��•.i�� ��.y��.s��a►iriosiiw►�><.cTii�i.�►isw��l►.iiiioi�►ii�.�ivrirs�iso.r� /lam00 7 iiiiii�i'�/OO�BOos/s I/®►O�Ir//!'��►.I/i�/�O®/.>lf.I///.��/%//1�/ 25, TOWNSHIP 19 SOUTH, RANGE 30 EAST SE�INOLE COUNTY, F�ORIDA EX. 6" WATER - - EET SS Trenchdrain RIM = 20.0 I.E. = 19.0 EX. f HYD I oII__ 1 y�-o I I I I I I I I IT I I ® V) �I III , I ' S-2SS 27.5 L.F. Trenchdrain 0 1.0% Trenchdrain S (See Details Sheet C-9) RIM = 20.7 N IE - 187 r4 I � , ;- DETAIL 'A' `� N F.D.C. El _ ° Pylon � .• .: ,,. ;. :;._ a' � a•. �. ........ . . . . . . . . . Sign �\ � :e ° � � •.' . °'' ,. '- ' 6" P.V. FIRELINE I `71 i i W dr"��j r, ProGS \posed Proposed Enclosed t 3 L.F. 18r R.C.P. 1 ;--- 1-1/2 V.C. WATER o Transformer ► INSTALL MANHOLE Dumpster 0 8.33% i i i 0 LF?*" Pb'CI �� 4Y OVER EX. 8" SEWER Location Location I I t I ,, I tl�3.7 7 .I �F• 07° l ICONNECT TO ; ; ' ' "o ®1 RIM = 18.35 E X INLET I I E= 13.15 IE = 14.5 I IE ;1 Ap I D-5 ti ) 0 ' ST-S' i " INSTALL CLEANOUT ,/ I I 13 L.F. 15 R.C.P. IE = 17.90 CST-6 T ROOF DRAIN CONN. ' I I I -17:0, �Ilfl REMOVE & 'REPLACECONTROL I i I •�. a 'i EX.' SIDEWALK TO I i STRUCTURE L•a. I t JOINT AS {" I I W NEAREST JO N ) I ; ( SEE DETAILS) LS ' ' I °= U ' REQ'D. FOR STORM ' I I ILA 1 I I, • I I I I 1 I tr •�. i 1 C C , I I CONNECTION J L0 PROPOSED EC ERD WIN >- I! PROTOTYPE 2002 I I I i P1 I II 11 V� II I I I I ^ I I Q > � II r , II I , II I II V i Q14 4. FI N. FLR. EL. = 22.50 II II I I I i C I I I !I i i O I "- I •! . •< (REFER TO PLUMBING PLANS FOR OHW I i f N , , , �. �`' . a } I UTILITY CONNECTION TO BUILDING) 00 i i s}-0. ! IO P ; I I. t Front Door I I I ®(n (. I �U �'� I I .. ° - , •'° ..: .. . ; , S • - IL 1"2' Eoncrele, sidewalk...° •: .: . , • •} ■ I a. I I I I I I O W ° .. c' •. n d Qi • 4 •a.. __'�____� __ •• , v a . • :-. ----`.."A '-.-=--- tea._Q.._.4 I I I I I I 14• • 4 o 0 0 o o •o 0 0 0 0 0 II � I II I I , , , I I.. . • I 1 II LL I I I I I I •. , :.I f ' I I �A+ " I - - - - - - - - - Trenchdrain- - - - II II I =17.0 Q ; 20 L.F. 18" R.C.P. RIM = 20.0 ®0.15% �� I I I.E. - 18.7 II I II 1 I I I I D-3 I I I I I II II ' I i i Proposed L � I �°t 1 i City of Sanford D-4 116L.F. 18 R.C.P. ®0 2 �' - -- ----- - I _ - REMOVE -TOP & ' -CONSTRUCT` H- 20 GRATE TOP TOP EL.=18.20 � r W MR, WWI , I II II 1I I I + °• ST-2 ' i L it I ' I z I CUR t CURB I INLE W .:. '. I . i INLET • ° * ' Q w ♦- I to i ~Q I = II J� _I o Q0 LADE TMfiU I LANE M LADE M ®P ; i ; X W I DRVE PAM w • -1 I ' I II I I • I i t ,, .I I I II 'I 00 I I I N ;I II J I S 3 D-1 \ w ' � N w Q_ CV ,• v A. gip^ I 0 V / Trenchdrain RIM = 21.0. I.E. = 19.2(n 0 :a.. p 0 z W W L E G E N D z z C) QN W o �-�r GV cl4 ci a ■ FOUND CONC. MONUMENT GAS VALVE Q' I m Z 1W SET CONC. MONUMENT ® GAS METER o W O FOUND CORNER -AS NOTED u' • SET CAPPED IRON ROD �Q' GAS METER -MULTI = a Z!2� FOUND P.K. NAIL & DISK ❑U G GAS UG MARKER o SET P.K. NAIL & DISC © GAS FILL CAP I o FOUND NAIL FOUND X CUT DUN PROPANE UG-MARKER `_ O X SET SCRIBED X-CUT NV BENCH MARK Da PROPANE VALVE = EMIc = U U' DU A AMMONIA UG-MARKER Z o _ - WOOD TELE POLE ❑U W WATER UG-MARKER Q T a - v o STEEL TELE POLE ® WATER WELL s '� � WV l o o U z o CONC. TELE POLE WATER VALVE -� _ rr) 0 Q Q WOOD POWER POLE ® WATER METER i J J co Li- O o ! Y (p � FIRE HYDRANT -0 '`� ? rr STEEL POWER POLE tiYo m w o 0 v ® SPRINKLER z ,:� . z Y CONC. POWER POLE o LL w _ ®V SPRINKLER CONTROL VALVE Q L w m C w w WOOD COMBO POLE -I i a v D o ® WATER VAULT Z::> o E _ _ U) o STEEL COMBO POLE ®M WATER MONITOR WELL z 2 o SS O Lil Q CONO C. COMBO POLE � WOOD SIGNAL SUPPORT POLE U t` w r 1 WOOD LIGHT POLE (`�.� SS ( .Q STEEL SIGNAL SUPPORT POLE STEEL LIGHT POLE SS LLI w V-) CONC. SIGNAL SUPPORT POLE X'X CONC. LIGHT POLE CW 7 YARD LIGHT POLE CM-3 CROSS LIGHT SUPPORT sV `L GUY ANCHOR POLE M SAN. AIR RELEASE VALVE -4 GUY ANCHOR oCO SAN. CLEANOUT m PHONE VAULT QS SAN. MANHOLE TO PHONE MANHOLE QD STORM MANHOLE ©P PHONE UG-CABLE ❑ STORM INLET -GRATE -CENTER © CABLE TV-UG BOX ❑D STORM INLET-DITCH-BOT-CENT. ❑U C CABLE TV-UG CABLE ❑Y STORM INLET -YARD -CENTER EE) ELEC MANHOLE 0 STORM MITERED END SECTION 1i °C IJO O� ? El ELEC METER A STORM FLARED END SECTION Z cr Z z>- -L` o 1. JO J ®«> ELEC METER -MULTI ®CO UNDERDRAIN CLEANOUT g Z11- wU) W vw, 3 0 OE ELEC UG-CABLE -II-- SIGN -SINGLE U Z a w o o w~ Q o 0Ir0M Ncn ELEC RECEPTACLE -V SIGN -MULTI 0 w Zo w z o 0 o z w Q I- Q • BOLLARD tL Q_ _ D-� PROPOSED STORM STRUCTURE NO. O d5 Crw o J o j J ® REFLECTIVE MARKER POST w �, _ Y) Z) Z w a D LJ Me MAIL BOX LIJUjW ocni-Zo ST-4~�U W � I ii II III CONTRACTOIF TO LOCATE TERMINAL POINT OF W. 12" PIPE AND NOTIFY ENGINEER CF RECORD ,PRIOR TO ITS REMOV AND PLUGGING OF -(Ai MANHOLE. II II II Trench rain RIM=21.5 NOTE I.E. = 19.5 Contractor Shall Use The Following City of ' I Sanford Details As Applicable. ��� I Figures: 100,107, 110,111,115 & 400. (Dated 1999) I I I I I I ' C.P20 LF • 0.209; 0 1.40 try, i I I Entry Feature u I I L1 Location - 44- -- - - -- ----- -- C/) II Pylon C , ___ C W N ' ' I oHVJ J Sign OH W � - .. .. - s --_---- - - - - - - - - -"fir _ renc ..rain ' EX. BRICK RIM = 20.0 ----- ---'----- � --�--------MWTER-----TE.-19U ----- f ' * ------------------ r' ------------------ MW G� - - - - - - - - - - - - FIRST STREET - RIM Chd20 0 D-2 it n I `'ti` ( I I I.E. = 19.0 VI 237.8.2' EX. 8 WATER -12 .67%_ X. K.- WATER LANTERC - � I I I S r GRA ., v-`'`' TE ST-1 1 I I LET T _..___ ... .11 .__ _ (66' RIGHT OF WAY) INLET S _ 1 I,' I---------- -------------- ,;� I ST-1 I ---------_ ` STI-1 C �,OH S_ 8 11 r0 I it I � it I I I I ,t ST-I(f , I I STORM TRUCTURE TABLE STRUCTURE NO. TOP ELEV. INVERT ELEV. STRUCTURE NO. TOP ELEV. INVERT ELEV. STRUCTURE NO. TOP ELEV. INVERT ELEV. ST-1 18.11 11.05 (N-36") 11.29 (S-36") ST-6 18.14 10.09 N- 6 12.72 -36 13.69 W-18" ST-11 19.09 15.36 (N-12") 15.3 (E-12") ST-2 18.37 14.80 (E-12") 14.69 (S-12") ST-7 19.39 15.29 (W-18") ST-12 19.07 16.45 (SE-12") 15. (W-121 ST-3 18.78 14. 8 N-12 14.68 -1 14.55 E-15` 14.63 W-12" ST-8 19.0 14.2 N- 6 14. 5 15.11 E-18" ST-13 18.37 16.46 (NW-12") ST-4 18.95 11.37 N-36 11.38 S-36 13.60 W-15` ST-9 19.66 14.28 (N-36") 14.34 (S-36") ST-5 18.27 14.14 (W-18") ST-10 I II I II 11 II 11 II II I, II I II ,I tl It II 11 II II II I STORM STRUCTURE DATA TYPE 'C' INLET L TOP = 21.20 IE = 17.62 (N,S) EEHYPE 'C' INLET OP = 20.50 IE = 17.42(N,W) IE = 18.42(6")(NE) TYPE 'C' INLET D - 3 TOP = 20.90 IE = 17.26(E,W) IE = 18.26(6")(S) �TOTIP' E 'C' INLET = 20.50 IE = 17.03 TYPE 'C' INLET TOP = 21.20 IE = 17.2 15:)(E) IE = 17.5 12 )(W) IE = 17.9 6")(N) ��CUOROL STRUCTURE NTIR EL = 19.00 BOTTOM = 17.0 (SEE DTL. SHT. C-9) DETAIL "A" NTS SANITARY STRUCTURE TABLE STRUCTURE NO. TOP ELEV. INVERT ELEV. S-1 18.25 13.09 (S-8) 13.08 E-8 ) 13.01 (N-8") S-2 18.28 12.61 W-8 9.68 N-8 9.61 (W-8`) 9.75 (E-8") S-3 18.82 13.47 (N-8`) 13.59 (E-8") w-a»"dso�U 201-W�UZ�� ��<nv>w?a3w N1 In M O O W �coaoa 'n W ~ E w E z O W " I- O w O U v y '-^ z z V / Q 3 OF W N a W 3 - ¢ 0 cn U LLJ 0 Cr _ w W a a W o Ld Cr N Z a oC o� .N O I:. Q Z V W DESIGNED BY: EMK DRAWN BY: EMK CHECKED BY: EMK SCALE: DATE: I"=201 01/03 CAD FILE: C-6 JOB NUMBER: 30802.03 SHEET C = 6a, 9 Zn 0 I' 24" -o" 2#• Q By 12 1 U. I M � h PLAN 3 k � 1 24' R_ I — � �N� 5 • 3�lGrOe 4' 54' $ PLAN V C P k IMm ` 5 , 4'-�!' S• °� EyeBolt '� See index 2b1 F r Graf —� 2' Cl. Eye Bolts *4 Bars 0 v See Index 201 12" Ctrs. I� SECTION —° -f 02 1Bpr cp TYPE C SECTION 0 NOTE: PROVIDE SUMP BOTTOM FOR INLETS CONNECTED TO EXFILTRATION SYSTEM. TYPE E SUMP BOTTOM SHALL BE IN ACCORDANCE Recommended Maximum Pipe Sizer WITH FDOT INDEX 201 3'-0' Wall-24" Pipe 4'-6' Wall-42' Pipe Rem mended Maximum Pipe Sher 2'-0' Wall-18' Pipe 3'-r Wall-24' Pipe N '^f =ke ® o co aQ� _ 1 TYPE C TYPE E Straight Bars ex • Straight Bars 2'x � Reticuline Bars 14 x i� Reticullne Bars 14 x i•' Bands 1j1'x4' Bands li'x 4' Approx. Weight /00 Lbs. Approx. Weight 215 Lbs. STEEL GRATES FDOT DRAINAGE INLET DETAILS NTS FDOT INDEX 232 POST (OPTIONS: 2"x 4" OR 2 1/2" MIN. DIA. WOOD: STEEL 133 LBS/FT MIN.) 0 :2 � tL O 00 00 cV Z y/ 00 FILTER FABRIC (IN CONFORMANCE NTH I� 6' MAX. rl f ELEVATION 81-6" PLASTIC SLEEVE OVER PIPE W/ SIGN PRECAST CONCRETE CONC. WALK W/ WHEEL STOP 6"x6" W1OxW10 WWF 1/2" EXPANSION JOINT (6' LONG) - SHEAR PIN (PIVOTS) PAINT POLE (PER OWNERS REQUIREMENTS) COORDINATE FOOTING SIZE W/ M. ARC. INC. CONTACT M. ARC INC. 1-800-776-7370 �ro A. DRIVE THRU LANE SIGNAGE NTS BOTTOM OF SLAB - 20.50 1 /2 EXPANSION JOINT 3000 P.S.I. CONCRETE (� , SEE STRUCTURAL PLANS FOR �wl f EN ' € (° VAULT CONSTRUCTION DETAILS. J(..wN.......) BOTTOM OF VAULT " 17.0 CONCRETE 8" 8" Im _ PAVEMENT 2 #5 AT EA. WHEELSTOP u.....,..�.l.����.. €--•-- ; V COMPACTED SUBGRADE PAVEMENT SECTION OVER VAULT COMBINATION CURB CONC. WHEELSTOP NTS AND SIDEWALK AND SIDEWALK DETIL NTS NTS 2'-0' TYPE 'D' 6' 2"R CONCRETE PAVEMENT zo 7 ♦, 'r ,Y' ' k , .Y d e v v. zo •, - 6" - 3000 PSI REINFORCED CONCRETE PAVEMENT 1/2" EXPANSION JOINT W/ 6" X 6" 10-10 WWF OVER 12" COMPACTED STABILIZED 8' (WHERE CONCRETE ABUTS) SUBGRADE, 95% MODIFIED PROCTOR TYPE D CURB CONCRETE PAVEMENT NTS NTS OPTIONAL POST POSITIONS 10' SILT SCREEN DETAIL NTS Future Curb And "or Constn&lon A B ZO' R Or As Shown On Pions 1'-2' C J1:xp. Joint Slope To Fit A B C Driveway 3, Valley Gutter Curb And Gutter -- . Q� 7 j Std. PLAN �►° 6' Min. -r r *See Note Above. Note, To be paid for as parent curb. 13'-L DROP CURB SECTION AA SECTION CC VALLEY GUTTER St O: 11UN bb Asph. Pov't. 6N min. 2'-0' *Note, When used -1 high side of roadways, the cross sMpe of the putter shall match the Oros slope Of the adjacent pavement the thickness of the lip shall be 6', unless otherwise shown on plans. TYPE D TYPE F FDOT CURB & GUTTER DETAILS NTS FDOT INDEX 300 SECTION CIPAL POST POSITION ITED 20' TOWARD FLOW) FILTER FABRIC 1'-0"x1'-6"x.080 ALUM. HANDICAPPED PARKING SIGN SIGN TO READ "RESERVED PARKING" WITH IDENTIFICATION SYMBOL. BOLT STEEL TUBE WITH 3/8" CADMIUM PLATED BOLTS, NUTS AND WASHERS. (SEE SIGN FACE DETAIL) 0 3" ROUND GALV. SEE DETAIL FOR r. EXTEND INTO CONC. FILLED RESERVED PARKING SIGNAGE PIPE 2'-0". PROVIDE WATER SPECIFICATIONS TIGHT CAP, PAINT P&L 6118 AND LOCATION BLACK COFFEE • ADD 2' TO SPACE WHERE THERE IS NO OVERHANG ■" 1 C4 II 8" DIA. CONC. BASE U� 0 — HANDICAPPED PARKING SIGN, NTS 5 SEE DETAIL _ _.._.. _ ... 2"(•TYP FOR DISABLED SYMBOL SPECIFICATIONS , m m " 12' MIN i NOTES: 1. EACH SUCH PARKING SPACE SHALL BE CONSPICUOUSLY OUTLINED IN BLUE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, OR THE CAPTION "PARKING BY DISABLED PERMIT ONLY." OR BEARING BOTH SUCH SYMBOL AND CAPTION. SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION. 2. FL DOT RECOMMENDS MEASURING PARKING SPACE WIDTH FROM CENTER TO CENTER BETWEEN BLUE AND WHITE STRIPES. m�5 O Q 3' 6' m o 2-I'-0' #5 REBAR @ U V) 6' FROM EACH END I wo LL 0 CLASS I CONCRETE w U I • in m Lei 2-#5 REBAR ` 9' STABILIZATIO * INSTALL WHERE INDICATED ON PLAN PRECAST WHEEL STOP NTS LENGTH 6'-0' In'P) NOTE: SYMBOL TO BE WHITE THERMOPLASTIC TYPICAL PAVEMENT SYMBOL FOR HANDICAP PARKING NTS 1 ALL LETTERS SHALL BE BLACK AND 1" IN HEIGHT. LETTERS ARE TO BE SERIES "B" RO 'Co, PER MUTCD. 2 TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 3 BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK BORDER. 4 ONE SIGN REQUIRED FOR EACH PARKING SPACE. 5 HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 2A-23 OF THE MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (MUTCD). HANDICAP -PARKING & SIDEWALK HANDICAP PARKING SIGNAGE NTS BOTTOM ' EL=20.50 VAULT WALL VAULT BOTTOM BRICKS EL = 17.0 R.C.P. 4 a: 5' LONG x 2' WIDER THAN ' PIPE x 4" THICK CONCRETE ENERGY DISSAPATOR EL = PIPE INVERT IN VAULT DISSAPATOR DETAIL N.T.S. .. a., • '.. ' ,.. •. •,1 V • . • 4 4 . t.. . 4. 4" CLASS I CONCRETE 1. COMPACT UPPER 6" SUBGRADE TO 98% STANDARD PROCTOR 2. SIDEWALK THICKNESS SHALL BE INCREASED TO 6" AT ALL ALL DRIVEWAY APPROACHES. 3. CONCRETE SHALL BE 3000 P.S.I. AT 28 DAYS 4. CONTROL JOINTS 0 5' ON CENTER CONCRETE SIDEWALK DETAIL NTS iV.>'Y ;,d , e.:.F+S„. ,t . ns.b49.tt4 :iS.'§ue ,....,hJ:". `.d c• BACKFILL IN 12" CUT-OFF SHEETING LAYERS 100X _ 24" ABOVE TOP OF IF REQUIRED OF T-99 METHOD C SEE SPECS. PIPE SHEETING WHERE FOR REMOVAL REQUIRED �-12" ABOVE TOP OF PIPE SELECTED BACKFILL IN 6" LAYERS TO 100 T-99(METHOD C) " I " ---ELEVATION - TOP OF PIPE In0/3 PIPE BEDDING io i �- 12 MIN, TAMPED & 12" DIAMETER & UNDER COMPACTED 12" MIN.- 18" MAX UNSUITABLE MATERIAL OVER 12" DIAMETER REMOVE & REPLACE BOTTOM EXCAVATION WITH SELECTED BACKFILL TYPICAL TRENCH SECTION BUILDING WALL OR STRUCTURE CONC. BITUMINOUS SAWED JOINT W/ PAVEMENT SEAL 1/4" BITUMINOUS SEAL OR 1.75" PREMOLDED STRIP :' a ; ':• ; ' ' • •• °: ' • : 3/4" NON EXTRUDING PREMOLDED JOINT FILLER CONTROL JOINT ISOLATION JOINT CONCRETE PAVEMENT JOINTS NTS �. FDOT INDEX 300 -ASPHALTIC W 0. SLOPE AS PER CONCRETE GRASS GRADING IMEROCK BASE 12" STABILIZED SUBGRADE--� PARKING LOT - STANDARD DUTY 1-1/2" ASPHALTIC CONCRETE (TYPE S-1 ) 8"LIMEROCK BASE (LBR 100) COMPACTED TO 98% OF MODIFIED PROCTOR 8" STABILIZED SUBGRADE (LBR=40) COMPACTED TO 95% MODIFIED PROCTOR TYPICAL ASPHALT PAVEMENT SECTION NTS m w w z 0 z CJ '�? w CD N 0 z z o N CD/ �1 w J— W 0 c0 D Q- a 0 o_ 0 J U_ V W U z Ld Z Q2f T a� v o W U_ sd O O rn� 0 U Z o T�oa a� � 0) _j CO _jv 4- .0 ODLLM ,- O a v to (f I-- Q) p O o U z 0� rn `L z W x Q v >wm w W ! �_E0 0co Z v p O O w cr_o V Imo• W � W rn z T C� C. w Z o W U x` I U_ cr F- Z _jp LLI pZ0�LLLWF-Z1� z(1)WO-LLS F- U z`iLLa�F- LU UQp 2p (0 N U) Z F- [L 1- W _ a W p� W z O 0 p z w ►— O CS W O Of L1_j..-_j _j W (n-U) )iVZW<V)i ¢0z w —< > woo Q�x >-1= r0 W2Z�� 1-a_WWWz< 3,W x >- CC m M ow ti ~ a � 0 M W •� z 0 0 c /-�\J Z v I to Q n— a u c U W0 = w o .°n m o= .1 �r 4110 • DESIGNED BY: EMK DRAWN BY: EMK CHECKED BY: EMK SCALE: DATE: NTS 01/03 CAD FILE: C-8.DWG JOB NUMBER: 30802.03 SHEET C=8., DD Z � U to M ZI CL 0 i N J' U WN a0 II II 0 w F-o 0.II 06 '- oil LTJ a-w w N alw o II a w W PROP. K : ASPH. PROP 22 ASPH. Q 0 0 I LIJ 21 9). PROP. TRENCH F� PROP. ov 20 DRAIN i CONC. 19 6" PVC I 18 17 EX. ASPH. PVMT. SECTION A -A HOR, SCALE: 1"=20' VERT. SCALE: 1 "=5' or Y U W U N w � o UJI w o 0 U.: o d li I� Ncc II CL EL=18.4 o. 012'��-r i SECTION B-B HOR. SCALE: 1 "=20' VERT. SCALE: 1"=5' PROP. CONC, EX. ASPH. PVMT. rn o N z m J W U 3 O U z O X M Z _ NLIJ O II K Z tD OUP N O N� IfEdILoll C4 Q> II a � II p it L� X wo IL aJw aU°7 a 22 21 20 PROP. TRENCH I 19 DRAIN w:a0o, z �u U. 1 17 0- 0 IY a SECTION E-E HOR. SCALE: 1"=20' VERT, SCALE: 1"=5' 24" MIN. ANCHOR TEE SIZED AS REQUIRED 41/2" PUMPER NOZZLE TO �- LOT LINE " FACE STREET 3-WAY IRE HYDRANT V MAX. O6" PIPE MECHANICAL JOINT 6" RESIUENT I SEAT GATE VALVE -OPEN LEFT (CCW) WATER MAIN 11/2' PENTAGON OPERATING NUT-- 3-WAY FIRE HYDRANT 41/2' PUMPER NOZZLE TO FACE STREET FRANGIBLE FLANGE C.I. WATER VALVE BOX LOCATION FOR -TRAFFIC' TYPE HYDRANT CONC. VALVE PAD (SEE DETAIL W-9) 6" TO 7"-I FINISHED GRADE 1L COMPACTED , BACKFlLL , 36" MIN. 8' PIPE SLEEVE AS REQUIRED MIN. R/W 24" SQUARE OR ROUND AND 6" THICK CONCRETE SHEAR PAD W/2-#4 REBAR 06" O/C ALL AROUND (SEE NOTE 2) HYDRANT EXTENTION AS REQUIRED FOR ADDITIONAL DEPTH OF BURY �- MECHANICAL REST. JOINTS N x (TYPICAL) DRAIN OUTLET SHALL NOT BE PROVIDED 3 z� v Z o v Z o 3 zw o �I 0 '- J 'r' 0) 23 NOTES: 23 & 22 1. SHEAR PAD REQUIRED FOR ALL HYDRANTS ALONG ARTERIAL AND 0- U: Cl- W Cl Lu LL: COLLECTOR ROADWAYS ONLY. 22 21 2. CLEARANCE BETWEEN BOTTOM OF FLANGE AND TOP OF SHEAR PAD SHALL to - BE- 6" ±0" TOLERANCE. 21 ���0 �lg 20 3. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE S�OpE p OF SIDEWALK EXCEPT WHERE CONDITIONS AND/OR REGULATIONS PROHIBIT. w 20 19 4. PUMPER NOZZLE TO FACE STREET. 0OP* U 19 ASPH. 18 FIRE HYDRANT ,$ SECTION F-F 17 (RESTRAINED) 17 HOR. SCALE: 1 =20 VERT. SCALE: 1"=5' W z M � c) 0 Z z � I �7_ r? n- O U u? � 0 II s a: N U II w W _j I� N II w � w F- o w -. o V- 0 II a� w � 23 22 Q .09. -21 T w PROP. CONC. PROP. TRENCH o 20 PVMT. DRAIN U 19 6" PVC 18 SECTION C- C 17 HOR. SCALE: 1 "=20' VERT. SCALE: 1 "=5' z m � v II N II ao It � o J J d W w CV 6 ao II Il W 22 ASPH. PROP. TRENCH 21 DRAIN 723 a S/ Q 20 w M w 19 SIN 18 oASPH. PVMT. 17 0.. SECTION D-D HOR. SCALE: 1 "=20' VERT. SCALE: 1 "=5' CONCRETE WALL FIBERGLASS SKIMMER MOUNTED TO CONC. WALL B BERGLASS SKIMMER A MOUNTED TO CONC. WALL 13.5' WOE WEIR ELEV.=19.50 D.H.W = 19.77 BERCLASS SKIMMER MOUNTED TO CONC. WALL 4.5' r CONCRETE PAD w CONCRETE VAULT WAL Yee .i 3� • i,_ :t PLAN VIEW CONTROL. STRUCTURE N.T.S. SLAB =20.50 VAULT WALL FIBERGLASS IM EL=19.50 4.5' D.H.W = 19.77 RTC P VAULT B TTI EL-17.00 INV. EL= 17.00 R. . 61 4" THICK CONCRETE PAD SECTION A -A N.T.S. D.H.W m 19.77 BOTTOM OF SLAB EL=20.50 L FIBERGLASS-/ SKIMMER CONTROL STRUCTURE WAIL 4" THICK CONCRETE PAD -- SECTION S-S N.T.S. METER RESILIENT SEAT GATE VALVES (TYPICAL) DOUBLE CHECK DETECTOR VALVE ASSEMBLY 90 BEND (FL/MJ) 12" MIN. 30" MAX. 12" MIN. FINISHED GRADE 1" CHAMFER I SUPPORT GRINNEL FIG. 264 < w j ��� ,, // 1 /2" PREFORMED JOINT MATERIAL TO BE PLACED BETWEEN D.I.P. AND CONCRETE SLAB COMPACTED BACKFILL 90' BEND (M.J./M.J.) 2 No. 5 BARS NOTES: CONTINUOUS w/No; 3 TIES ® 12' O.C. 1. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CLASS 54, CEMENT LINED INTERIOR WITH FLANGE FITTINGS FOR ABOVE GROUND USE. MANUFACTURERS RESTRAINED JOINTS SHALL BE USED FOR UNDERGROUND PIPING. 2. CERTIFICATION OF PROPER INSTALLATION AND OPERATION WILL BE REWIRED FROM A CERTIFIED BACKFLOW PREVENTION TECHNICIAN PRIOR TO WATER MAIN ACCEPTANCE BY THE HILLSBOROUGH COUNTY WATER DEPARTMENT. 3. THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN CALIFORNIA. 4. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE PROPER OPERATION, MAINTENANCE AND TESTING OF THE BACKFLOW PREVENTION DEVICE ASSEMBLY. 5. 6" CONCRETE SLAB SHALL BE REINFORCED WITH No.6x6-W10xW10 AND SHALL BE TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY STRENGTH OF 3000psi. 6. SLAB WIDTH SHALL BE 5'-0" TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY. DOUBLE DETECTOR CHECK VALVE ASSEMBLY M A T E R I A L S ITEM QUANT. DESCRIPTION I I BACKFLOW PREVENTER ASSEMBLY 2 2 UNIONS - GALV. 3 2 NIPPLES - BRASS 4 2 ELBOWS - GALV. 900 5 2 RISER - GALV. 6 * CONCRETE SLAB 7 2 BALL VALVES - BRASS OR S.S. FIN. GRADE NOTE: - FIELD ADJUST AND CUT ITEM 5 TO THE PROPER LENGTH. - MINIMUM CLEARANCE OF 24" TO BE MAINTAINED AROUND DEVICE FOR TESTING. - ENTIRE ASSEMBLY T6 BE PAINTED AWWA BLUE. CONCRETE SLAB TO EXTEND 12" MIN. AROUND ENTIRE DEVICE. - DEVICE MUST BE LISTED WITH THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH. "III ' �( SERVICE1__AV DOUBLE CHECK OR REDUCED PRESSURE BACKFLOW PREVENTER SINGLE SERVICE: 3/4% 1". 1-1/211, 2" z o_ z O_ OW W 0o TYPE "D" CURB (TYP.) 0� Uw FOOT INDEX 300 0� 811 Slotted Ductile W a_ Iron Grate GRASS OPE --1.0 % SLOPE 6" PVC STABILIZED SUBGRADE-� z z O O v U W W LL. W rra TYPE "D" CURB (TYP.) �� Dz FOOT INDEX 300 W_ U W 8 Slotted Ductile W a Iron Grate GRASS I n� SI ()PF7 F STABILIZED SUBGRADE-f SEE NOTE 3 ASPHALT BASE COURSE ROAD BASE SEE NOTE 2 BEDDING LAYER SOIL " PVC NOTES: 1. It Is necessary to ensure the minimum dimensions shown are suitable for the existing ground conditions. 2. A minimum concrete strength of 3000 PSI Is recommended. The concrete should be vibrated to eliminate air pockets. 3. The finished level of the concrete surround must be approx. 1/8" above the top of the channel edge. 4. Grates will be slatted ductile iron. NTS CONCRETE TROWEL-FlNtSHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8' TETRA 24'. SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24' OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. S. MANHOLES COVER SHALL READ SANITARY SEWER 4" THREADED PLUG 4" PVC - 1/12 BEND REQUIRED WITH TEE _-4" SLIP TO THREAD COUPLING, AND THREADED CAP. 4" OR 6" PVC WYE OR SWEEP TEE �f-PLUG 4 4" OR 6" p I I8" NOTE: I. CLEANOUT ASSEMBLY MAY HAVE CEMENT WELD JOINTS. 2. DAVIS TYPE CAST IRON VALVE BOX REQUIRED IF LOCATED IN SIDEWALK OR DRIVEWAY 0 Z IY w w z z O ' N w 0 J N a c-- Z p C C� W Uw.. n o 0 CIL t- a Of O J 11 U � U z w� Z Z v T Q d o J o Ld O O Q'� U o = Z LL_ >.rn O Q Q i Cl) J � J a 4- -0 CO LL rn �- o rq�� v) C 0-) W � o Z v�,• n Z x O x o LL Q L W Ca > w W 01 o f _ - � O Z v CL 'o O Z to cn p GO W Iz CJ W L W rn Y Z_ U a t_I_1 W U d Li.. I- V -jO O= z z < "IL 0 LL LLd OZ-CcIJLWl-ZLLL z(0 WCL 0 3 0 w O F-O U U � olr�m N0 z � F- W - o W 0 CL W Z O 0 0 z Oa IX LL _j�~_j o Z)W �=L'�v�izwav=) W o Q 2> OU O~ wX0- > �x =01-W2zE2 I-w<n<nW?Q3W y1d o W r` a M .o z w O0 Z (n 3,o J Or U C � L v w w o v \Q a rt CLEANOUT DETAIL N N.T.S. W �rW - O LL MANHOLE FRAME Ac COVER UM Lin SET COVERS FLUSH IN (SEE FIGURE 202) W ® Z PAVED AREAS & AT FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN UNPAVED AREAS. 2 COURSES OF BRICK (MIN.) z 4 COURSES (MAX.) 1'-6' MIN. v1 3'-0' MAX. 5" INSIDE WALL OUTSIDE WALL BITUMINOUS EPDXY COATINGS w JOINT PS� ES PER SPECIFICATIONS 4'-0' 5' MIN. PRE -PRIMED PRE -MOLDED (SEE NOTE 5) DESIGNED B Y ; SEALER PLASTIC JOINT JOINT SURFACES PROTECTIVE E M K ER BENCHING PER SPECIFICATIONS D o YRI Wes' 1.2,1" (WRAPPER TO COMPLETED BE REMOVED) DRAWN B Y: REINFORCEMENT AND JOINT JOINT WITH ee DETAIL TO BE DESIGNED BY MIN. SQUEEZE -OUT SQUEEZE -our E M K THE ENGINEER AND -1 �B" MIN. \ APPROVED BY THE 9" CITY. 9" T CHECKED B Y : T 9� _--•�9-T E M K BEDDING ROCK 2" MIN. SCALE: DATE: CONCRETE BASE C E RASPRECAST MONOLITHIC N T S 01 03 CAD FILE: C-9A JOB NUMBER: 30802.03 .D'PICAL MANHOLE DETAIL SHEET C1111111111190f 9 �a� .0.� < ' Jai":� • �i �1'' ��� 'i:�, r� r �� 7 �% r �.� � - �� � 5�2 � •} ;�. �,` .......... . :,.