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225 N French Ave - BC02-002118 (FULTON STREET BUILDING) (FOUNDATION ONLY) (A)PERMITADDRESS Y3 CONTRACTOR ADDRESS 4900 PHONE NUMBER PROPERTY OWNER ow 6dCAr ADDRESS 0 PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR _ PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEL? SUBDIVISION PERMIT # _ ZIP ' t4% DATE Alp • s o . 0.1 a ulton.cIty E;%,lifleeling ;end Phi,1217 ed E =1 Approved �;<., Approval ■ 1. All Cort...: " ^srrent City of Sanford Codes, I and U- - ra „n;,nt Regulations and U n,-0ft, other c,icf Am", n s r u i P 1 2. Contrad,t }.+i and maintain all p?rrr{tt+; sit (Cry, (,utility, SIRWMD, i•.. 3. Conlrm44'tai - o,e"ifanJ 331?Pi+�::, rr^r,ilk 5-i'. t1,J656) far final iiispecuvn, Fin,a C t ut H a S prior to v ;' 4. Call Suri*..— Gt 3. Bunidm; Imo,'., . „--. .talc any development buffer scree:t +5. Site deveiopnl.+,� �.. , •. stl a builuing l erriut is 01A&WI 1litttitJ twelve (12) u 7. Traffic intemif 1 ;rrdanre vritft 3 NIA1ti J11L OPS UNIFORM I ItAt i i ',",'Roadway andlfitifflo l'esign Standards. MOT flat lays prior to any strf lane + losttil $. Contrac„tor shall be , APPROVED UTILITIES DEPAR,rMENT: CITY 011 SANFORD, FLORIDA THIS APPROVAL IS SUBJECT TO SPECIFIC CONFORMANCE TO THE CITY OF SANFORD LAND DEVELOPMENT CODE AND ANY SPECIAL REQUIREMENTS OF THE CITY COMMISSION. ET SHALL 13L 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 REQUIREMENTS. ADMINIS'T'RATIVE ACCEPTANCE OF THE DEVELOPER'S PLANS DOES NOT COA1S•rrrUTE A WAIVER OF ANY CODE REQUIRDAENTS NOR DOES IT RELIEVE THE DEVELOPER OF RESPONSIBILITY TO MEET 'THOSE REQUIRE!,IENTS. THIS SPECIFIC APPROVAL ES VALID FOR A PERIOD OF ONE YEAR FROM THE DATH BELOW. r APPROVED BY: DATE: � E�IFIE SPCONDITIONS: r LOCATION SKETCH-: rrem;r Avenue & ruiton Avenue Sanford, Florida POTABLE WATER: CITY OF SANFORD P.O. BOX 1788 OfY Of Sanford E, nginee-4•fraa a t Pia raxahag Derjarfimnt Appy Y• Date'_ Ap val t,,,s• eet to: I • All Cores'irucdvri NfUST nicr t all cut fent Chi Of,,am:f rd Codes, Land D.velopnmertt I'I:egutatioW tir�1 1 • All construction musi meet all Cityof Sanford Codes and Land Development Regulations. other codes is theyfiredapply, 2. All other permits required for this project must be obtained. An EPA Notice of Intent (NOI) 2. FDI3' ,FD !s Required to vt+lin and rnainia"' all Peffnits on site (City, County, SIRWNW, for StomYnwater Discharge'' Associated with Industrial Activity Under an NPDES Permit" F7)Et'.F!]�O"Y',Ar„Oir'.) as ar�1�r Use 3. CoutrUCtor Pr1UST call City f Sanford Building Depastuient (330-5656) for find inspecfion must be filed with EPA for all sites which are five (5) acres and greater. prior to occupancy. 3. As-builtS and Certificateof Completion from the engineer of record to be submitted to the 4. Cal! Sunshhae I-iSUO :321770 far udht, !cx les prior t+> all construction. City prior to C.O. 5. Building permit is refluiref3 f r lniy or3,� r,;ut;rd Stwuciures which sha.'1 include any development 4. Alt casements and riglit of way dedications must be conveyed to the City prior to Site buffer scrrx ri wtdts or enciosuies. Development Pemiit issuance. 6. Site developaient plan approval siiah Tler-u r, invMid unless a building permit is obtained within twelve (12) uivnths of issuance. 5. The City Services Easement is required prior to issuance of the Certificate of Occupancy. 7. Traffic interruption shall be kept at a inininiuin acid in accordance with the MANUAL UpI UNIFORM'FRA1:C7C CONTROL, t):EVICI$, -find f DU'1' l vadway and 1'ratfie Design Standards. NIOT Plain to by submitted to e•. -;„ r.�.n . 1 { 13, Conttacfvr shn11 be to 1 ° nsiblc for al! flu ivLTUN tcp I� OSne nits ai } <ty~ V E N E FULTON AVENUE)FRENCH A U&FINAL CONSTRUCTION PLANS SANFORD, FL, 32772 MS, ELIZABETH O'REILLY (4D7) 330-5639 WASTEWATER: CITY OF SANFORD P.O. BOX 1788 SANFORD, FL. 32772 MS. -ELIZABETH O'REILLY (407) 330-5639 0 SOLID WASTE: CITY OF SANFORD P.O. BOX 1788. SANFORD, FL. 32772 MS, JOANNE. LEGGE (407) 302-9414 GENERAL STATEMENT: THE PURPOSE OF THIS PROJECT IS TO MOVE AN EXISTING 1,920 SF OFFICE BUILDING FROM ANOTHER SITE ONTO THIS SITE. THE PROJECT WILL INCLUDE THE CONSTRUCTION OF ASSOCIATED WATER, SEWER, PARKING, AND STORMWATER FACILITIES TO COMPLY WITH THE APPLICABLE CODES AND REGULATIONS OF THE CITY OF SANFORD AND SJRWMD. THE PROPOSED PROJECT WILL BE COMPLETED IN ONE (1) PHASE AND IS EXPECTED TO COMMENCE IN THE SUMMER. CONSTRUCTION IS EXPECTED TO BE COMPLETED WITHIN 90 DAYS. SITE ADDRESS: 225 N. FRENCH AVENUE NOTES:, 1. IF, THROUGH ERRORS AND OMISSIONS, THE INTENT OF THE ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD, IN WRITING, BEFORE THE SUBMISSION OF BIDS, AND THE ENGINEER SHALL MAKE CORRECTION OF EXPLANATION IN WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OF MATERIAL WHICH THE ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. I 2. THE PLANS AND SPECIFICATIONS SHOWN HEREIN ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE CONDITIONS OF THE EXISTING SITE AND THESE DRAWINGS AND SPECIFICATIONS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE' CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF WITH THE SITE AND/OR THESE PLANS. SURVEY CONSULTANT: SWAGGERTY LAND SURVEYING, INC. 1450 KASTNER PLACE, SUITE 100 SANFORD, FLORIDA 32772-2334 (407) 322-4630; (407) 322-3611 (fax) ENGINEERING CONSULTANT: Date SITE DATA: INC. 257 PLAZA DRIVE, SUITE D 07/06/01 PARCEL ID #- 25-19-30-5AG-0103-0040 R ISLCOMMENTS MR. GREGORY R. CRAWFORD, PE, PSM TOTAL ACREAGE: 0.335 (fax) CONTRACTOR: ZONING: SC -3 LEGAL DESCRIPTION: GRC P.Q. BOX 470276 LAKE MONROE, FLORIDA 32747-0273 FRONT SETBACK: 0 LOTS 4, 5, 6, AND 7, AND THE WEST 1/2 OF LOT 8, AND THE WEST (407) 323-0715; (407) 321-5519 1/2 OF LOT 3, ALL IN BLOCK 1, TIER -8, E.R. TRAFFORD'S MAP THEREOF, PLAT BOOK 1, PAGES 56 THROUGH 64, PUBLIC RECORDS OF SIDESETBACK: 01 SEMINOLE COUNTY, FLORIDA, TOGETHER WITH THAT CERTAIN FORMER 14 FOOT ALLEY LYING BETWEEN THE WEST 14 FT. THEREOF) AND LOTS 4 AND 5 1/2 OF SAID LOT 3 (LESS EAST ON THE NORTH AND LOTS 6, 7 REAR SETBACK: 01 AND THE WEST 1/2 OF LOT 8 (LESS EAST 14 FT. THEREOF) ON THE SOUTH, WHICH SAID ALLEY WAS VACATED, CLOSED AND ABANDONED AS A PUBLIC ALLEY BY ORDINANCE NO. 556 OF THE CITY OF SANFORD, PASSED AND ADOPTED BY CITY COMMISSION OF CITY OF SANFORD JUNE PROP. BUILDING AREA. 1 920 SF 27, 1955. SUBJECT TO AN EASEMENT FOR UTILITIES OVER THE EAST 14 7 FT. OF THE WEST 1/2 OF LOT 8, BLOCK 1, TIER 8. PARKING {CALCULATIONS: UTILITIES ELECTRIC: GAS: PARKING CALC.: 5 SP./ 1,000 SF FLORIDA POWER & LIGHT FLORIDA PUBLIC UTILITIES P.O. BOX 2149 830 W. 6th. STREET SANFORD, FL. 32772 SANFORD, FL. 32771 MR. MARK POLLOCK (407) 328-1924 MR. DAN SCRIBBENS (407) 322-5733 PARKING REQUIRED: 10 TELEPHONE: CABLE TELEVISION: PARKING PROVIDED: 10 BELLSOUTH TIME WARNER COMMUNICATIONS 132 COMMERCE WAY 844 MAGUIRE ROAD SANFORD, FL. 32771 MR. MARTIN NOSIE OCOEE, FL 34761-2916 APPLICANT/OWNER: MR. MARVIN L. USRY (407) 327-0447 (407)532-8509 T.A.. YOUNGBLOOD &SONS FIBER OPTICS: P..`'1BOX 470278 LEVEL 3 COMMUNICATIONS LAKE MONROE, FLORIDA 32747-0278 1025 ELDORADO BLVD. "' BROOMFIELD, CO. 80021 MRI: TOM YOUNGBLOOD SONNY JAROCK (877) 366-8344 OR (720) 888-31510U) 323-0715; (407) 321-5519 (fax) THE PURPOSE OF THIS PROJECT IS TO MOVE AN EXISTING 1,920 SF OFFICE BUILDING FROM ANOTHER SITE ONTO THIS SITE. THE PROJECT WILL INCLUDE THE CONSTRUCTION OF ASSOCIATED WATER, SEWER, PARKING, AND STORMWATER FACILITIES TO COMPLY WITH THE APPLICABLE CODES AND REGULATIONS OF THE CITY OF SANFORD AND SJRWMD. THE PROPOSED PROJECT WILL BE COMPLETED IN ONE (1) PHASE AND IS EXPECTED TO COMMENCE IN THE SUMMER. CONSTRUCTION IS EXPECTED TO BE COMPLETED WITHIN 90 DAYS. SITE ADDRESS: 225 N. FRENCH AVENUE NOTES:, 1. IF, THROUGH ERRORS AND OMISSIONS, THE INTENT OF THE ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD, IN WRITING, BEFORE THE SUBMISSION OF BIDS, AND THE ENGINEER SHALL MAKE CORRECTION OF EXPLANATION IN WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OF MATERIAL WHICH THE ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. I 2. THE PLANS AND SPECIFICATIONS SHOWN HEREIN ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE CONDITIONS OF THE EXISTING SITE AND THESE DRAWINGS AND SPECIFICATIONS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE' CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF WITH THE SITE AND/OR THESE PLANS. SURVEY CONSULTANT: SWAGGERTY LAND SURVEYING, INC. 1450 KASTNER PLACE, SUITE 100 SANFORD, FLORIDA 32772-2334 (407) 322-4630; (407) 322-3611 (fax) ENGINEERING CONSULTANT: Date ENGINEERING & DESIGN GROUP, INC. 257 PLAZA DRIVE, SUITE D 07/06/01 OVIEDO, FLORIDA 32765 R ISLCOMMENTS MR. GREGORY R. CRAWFORD, PE, PSM (407) 971-0656; (407) 977-1037 (fax) CONTRACTOR: 2 T.A. YOUNGBLOOD & SONS GRC P.Q. BOX 470276 LAKE MONROE, FLORIDA 32747-0273 MR. TOM YOUNGBLOOD (407) 323-0715; (407) 321-5519 (fax) ENGINEERING & SITE PLAN NOT VALID FOR CONSTRUCTION UNLESS SI, ED IN THIS BLOCK GREGO R. CRAWFORD, PE F REG. # 1335 DATE 2 Rev # Date By Revision Comment 0 07/06/01 GRC R ISLCOMMENTS 1 11/05/01 GRC PE 2 1/12/02 GRC PE%Wm� o MAR 2 E 20o rworrr�ra...... •. ws. m d ®+I r0>G� � as LTJ LU cu `� C/) CD LIU cn � U CD co T Imo- co � O co NT: L Co o a Q O .4� co • o co o x �u b1 0 T—, Ln 1 r Drawn By/Checked By: CADD/GRC Project No.: 01-043.00 Scale: N.T.S. Date: JUNE, 2001 Sheet Name: 1 Sheet No.: 1 1 of GENERAL INFORMATION 1. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN HAND BEFORE BEGINNING ANY CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS OR ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEING IN VIOLATION OF THE REQUIREMENTS ABOVE SHALL BE FULLY BORNE BY THE CONTRACTOR. 2. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITY, WHETHER SHOWN ON- THE 'PLAN OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES, WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION, SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FIRST. ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE BY THE CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE UTILITIES ARE RELOCATED IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANY STANDARDS. IT IS REQUESTED THAT UTILITY COMPANIES MOVE THEIR PARTICULAR UTILITIES. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. 3. THE CONTRACTOR SHALL NOTIFY SUNSHINE LOCATORS FORTY-EIGHT (48) HOURS PRIOR TO BEGINNING CONSTRUCTION AT 1--800-432-4770, MONDAY THROUGH FRIDAY 7:00 AM TO 4:30 PM. 4. CHAPTER 553 - 851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. THE DRAWINGS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSTRUCTION ACTIVITIES FROM TAKING PLACE OUTSIDE OF THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS. ANY ON-SITE OR OFF-SITE AREAS DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. 6. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONSTRUCTION PLANS AND ALL PERMITS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ONE SET OF RECORD DRAWINGS ON VELLUM TO THE ENGINEER OF RECORD WITHIN TWO (2) WEEKS AFTER CONSTRUCTION HAS COMPLETED. 7. THE CONTRACTOR SHALL COORDINATE A PRE -CONSTRUCTION MEETING WITH THE CITY OF SANFORD PRIOR TO COMMENCEMENT OF CONSTRUCTION ALONG WITH THE ENGINEER OF RECORD. 8. ALL CONTRACTORS, COUNTY REPRESENTATIVES, AND UTILITY COMPANIES ARE RESPONSIBLE FOR THEIR RESPECTIVE SURVEYING AND LAYOUT FROM BENCHMARK PROVIDED ON CONSTRUCTION PLANS. ANY SURVEY MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED UPON COMPLETION OF THE WORK BY A REGISTERED LAND SURVEYOR. THE COST FOR REPLACEMENT OF THE MONUMENTATION SHALL BE BORNE BY THE COMPANY RESPONSIBLE FOR DISTURBING SAID MONUMENTATION, 9. BENCHMARK FOR CONSTRUCTION HAS BEEN PROVIDED ON SHEET 'COS OF CONSTRUCTION PLANS. 10. TOPOGRAPHIC CONTOURS SHOWN ON THESE PLANS WERE TAKEN FROM SURVEY WAS PREPARED BY SWAGGERTY LAND SURVEYING, INC. 11. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER AND IN STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND CONSTRUCTION STANDARDS ADOPTED BY THE CITY OF SANFORD, THE PLANS, AND CONSTRUCTION SPECIFICATIONS. WHERE CONFLICTS OR OMISSIONS EXIST, THE CITY OF SANFORD'S STANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEVIATION FROM PLANS AND SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY THE ENGINEER. 12. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING. 13. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDING SPRINKLERS, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS EDGES PRIOR TO THE CONSTRUCTION OF THE PAVEMENT. THE PAVEMENT SHALL NOT BE CUT WITHOUT PRIOR APPROVAL OF THE ENGINEER. 14. CONSTRUCTION INSPECTION WILL BE PROVIDED BY THE ENGINEER OF RECORD. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION AND AT LEAST 48 HOURS BEFORE REQUIRING INSPECTION ON EACH AND EVERY PHASE WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS NOTICE PRIOR TO ANY SCHEDULED TESTING. NO BACTERIOLOGICAL TESTING, PRESSURE TESTING OR FINAL TESTING WILL BE ACCEPTED UNLESS WITNESSED BY THE ENGINEER OF THE ENGINEER'S REPRESENTATIVE. 15. ALL DEWATERING COSTS ASSOCIATED WITH THE INSTALLATION AND CONSTRUCTION OF THE UNDERGROUND UTILITIES; STORMWATER PIPES AND MANHOLES; SANITARY SEWER MAINS, FORCE MAINS, MANHOLES, LIFT STATIONS AND STORMWATER MANAGEMENT SYSTEMS SHALL BE INCLUDED AS PART OF THE CONSTRUCTION BID COSTS. 16. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE PLACED ALONG SIDE OF AND OVER ALL UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTS PERFORMED BY AN INDEPENDENT TESTING LABORATORY. THE CONTRACTOR SHALL PAY FOR ALL COMPACTION TESTS AND RE -TESTS. THE ENGINEER SHALL BE COPIED ON ALL COMPACTION TESTS TO VERIFY BACKFILL COMPACTION. EROSION CONTROL 1. EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION. THESE MEASURES ARE TO BE INSPECTED BY THE CONTRACTOR ON A REGULAR BASIS AND ARE TO BE MAINTAINED, OR REPAIRED ON AN IMMEDIATE BASIS AS REQUIRED. REFER TO SJRWMD PERMIT FOR ADDITIONAL REQUIREMENTS FOR EROSION CONTROL AND SURFACE DRAINAGE. 2. THE LIMITS OF DISTURBANCE HAVE BEEN PROVIDED TO THE CONTRACTOR ON THE CONSTRUCTION PLANS. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THESE LIMITS. AT NO TIME SHALL THE CONTRACTOR DISTURB OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRITTEN CONSENT FROM THE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BY THE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED. 3. AT THE END OF EACH DAY, CONTRACTOR SHALL HAVE THE SITE GRADED IN SUCH A WAY AS TO NOT CAUSE ANY ADVERSE IMPACT FROM RUNOFF OR SILTATION TO ANY ADJACENT PROPERTIES. SILTATION BARRIERS SHALL BE MAINTAINED AND REPAIRED IF REQUIRED AT THE END OF THE WORKING DAY. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROJECT COMPLYING WITH APPLICABLE STATE WATER QUALITY STANDARDS DURING CONSTRUCTIONS AS SPECIFIED IN THE PERMITS. ALL WATER AND WIND EROSION SHALL BE MINIMIZED AS DEFINED IN THE SPECIFICATIONS AND PERMITS. THE SPECIFICATIONS PROVIDE ONLY A MINIMUM REQUIREMENT FOR EROSION AND SEDIMENTATION CONTROL; IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT CONTROL MEASURES NOT SHOWN IN SPECIFICATIONS. ALL COSTS ASSOCIATED WITH TURBIDITY CONTROL AND SEDIMENT STABILIZATION SHALL BE BORNE BY THE CONTRACTOR. 5. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY INCLUDING, BUT NOT LIMITED TO, THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS MUST BE MAINTAINED AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVING THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS IN CHAPTERS 62 - 302 AND 62 - 4, FLORIDA ADMINISTRATIVE CODE. 6. THE CONTRACTOR MUST INSTALL AND MAINTAIN GRASS, SEED AND MULCH, OR SOD ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETED FINAL GRADES, AND AT ANY OTHER TIME AS NECESSARY TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES TO ANY DOWNSTREAM WATER BODY, WETLAND, OR OFF-SITE PROPERTY. SODDING ON SLOPES 3:1 AND STEEPER SHALL BE STAKED. 7. THE CONTRACTOR SHALL SEED AND MULCH ALL AREAS DISTURBED BY CONSTRUCTION UNLESS SODDING, OR OTHER MORE READILY EFFECTIVE STABILIZATION PRACTICES ARE SPECIFIED ON THE PLANS. STORMWATER MANAGEMENT SYSTEM 1. THE ENTITY THAT WILL OWN, OPERATE, AND MAINTAIN THE STORM SEWER SHOWN ON THESE PLANS IS T.A. YOUNGBLOOD & SONS, INC. 2. THE CONTRACTOR SHALL PERFORM HIS OWN INVESTIGATIONS AND CALCULATIONS AS NECESSARY TO ASSURE HIMSELF OF EARTHWORK QUANTITIES. THERE IS NO IMPLICATION THAT EARTHWORK BALANCES AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY IMPORT FILL NEEDED, OR FOR REMOVAL AND DISPOSAL OF EXCESS MATERIALS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE NECESSARY TESTING TO ASSURE THAT THE PROPER COMPACTION HAS BEEN ACHIEVED ON THE SUBGRADE, BASE, AND ALL OTHER PERTINENT AREAS THAT HAVE BEEN COMPLETED. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH TESTING AND SHALL PROVIDE THE OWNER AND THE ENGINEER WITH COPIES OF THE CERTIFICATION OF COMPACTION FROM THE TESTING COMPANY. 4. PRIOR TO BID PREPARATION, THE CONTRACTOR MUST BECOME FAMILIAR WITH THE OVERALL SITE CONDITIONS AND PERFORM ADDITIONAL INVESTIGATIONS AS DETERMINED NECESSARY TO UNDERSTAND THE LIMIT AND DEPTH OF EXPECTED ORGANIC SILT PEAT AREAS, ADEQUACY OF EXISTING MATERIALS AS FILL, DEWATERING REQUIREMENTS, CLEAN FILL REQUIRED FROM OFF-SITE AND MATERIALS TO BE DISPOSED OF OFF-SITE, ALL OF WHICH WILL AFFECT HIS PRICING. ANY DELAY, INCONVENIENCE, OR EXPENSE CAUSED TO THE CONTRACTOR DUE TO INADEQUATE INVESTIGATION OF EXISTING CONDITIONS SHALL BE INCIDENTAL TO THE CONTRACT, AND NO EXTRA COMPENSATION WILL BE ALLOWED. THE MATERIALS ANTICIPATED TO BE ENCOUNTERED DURING CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE AS BACKFILL, AND THE CONTRACTOR MAY HAVE TO IMPORT MATERIALS, AT NO EXTRA COST, FROM OFF-SITE TO MEET THE REQUIREMENTS FOR COMPACTION AND PROPER FILL. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXISTING SITE CONDITIONS OF SOIL PRIOR TO N.T.P. TO DETERMINE IF ANY OFF-SITE MATERIALS WILL NEED TO BE IMPORTED TO ACHIEVE THE GRADES SPECIFIED ON THE PLANS. 6. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER WHEN ALL WORK IS LAID OUT (SURVEY STAKED), SO THAT A DETERMINATION MAY BE MADE OF SPECIFIC TREES TO BE REMOVED. A TREE REMOVAL PERMIT IS REQUIRED TO BE OBTAINED BY THE CONTRACTOR. 7. ALL FILL MATERIALS SHALL BE FREE OF MUCK, STUMPS, ROOTS, BRUSH, VEGETATIVE MATTER, RUBBISH, OR OTHER UNSUITABLE MATTER. 8. ALL MATERIALS EXCAVATED SHALL REMAIN THE PROPERTY OF THE OWNER AND SHALL BE STOCKPILED AT ON-SITE LOCATIONS AS SPECIFIED BY THE OWNER. MATERIALS SHALL BE STOCKPILED SEPARATELY AS TO USEABLE (NONORGANIC) FILL STOCKPILES AND ORGANIC (MUCK) STOCKPILES IF MUCK IS ENCOUNTERED. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNSUITABLE FILL MATERIALS FROM THE SITE. 9. FILL MATERIALS PLACED UNDER ROADWAYS SHALL BE COMPACTED TO AT LEAST 98% MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180. ALL OTHER AREAS ARE TO BE COMPACTED TO AT LEAST 95% MAXIMUM DENSITY AS SPECIFIED IN AASHTO T-180. FILL MATERIALS SHALL BE PLACED AND COMPACTED IN A MAXIMUM OF 12" LIFTS. REFER .TO SOILS REPORT FOR ADDITIONAL INFORMATION. THE CONTRACTOR SHALL PROVIDE THE ENGINEER AND THE OWNER WITH ALL (PASSING AND FAILING) TESTING RESULTS. RESULTS SHALL BE PROVIDED ON A TIMELY AND REGULAR BASIS PRIOR TO CONTRACTOR'S PAY REQUEST SUBMITTAL. 10. RETENTION POND SHALL BE EXCAVATED AS SHOWN ON THE CONSTRUCTION PLANS. IN THE EVENT THAT ANY CLAYEY OR SILTY MATERIALS ARE ENCOUNTERED IN THE CONSTRUCTION OF THE POND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER FOR INSPECTION OF THE MATERIALS. 11. THE CONTRACTOR SHALL STABILIZE THE RETENTION POND PER THE CONSTRUCTION PLANS IMMEDIATELY FOLLOWING FINAL GRADING. CONTRACTOR SHALL MAINTAIN THE STABILIZATION UNTIL FINAL ACCEPTANCE BY THE OWNER/OPERATOR. 12. GRADING SHOWN ON THESE PLANS IS PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT. THE CONTRACTOR SHALL GRADE THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISH THE GRADING INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING HAS BEEN COMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER A MINIMUM OF FORTY-EIGHT (48) HOURS PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINE THAT THE GRADING INTENT HAS BEEN ACHIEVED, 13. ALL MATERIALS AND CONSTRUCTION METHODS ARE TO BE IN ACCORDANCE WITH FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (1991) SECTION 400 (CONCRETE STRUCTURES) AND THE APPLICABLE FOOT INDEX NUMBER DETAIL AS SHOWN IN FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS (LATEST EDITION). 14. REINFORCED CONCRETE PIPE (RCP) SHALL BE CLASS III WITH RUBBER GASKET JOINTS. RCP SHALL CONFORM TO FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (1991) SECTION 941. RUBBER GASKETS SHALL CONFORM TO SECTION 942. 15. ALL OTHER RELATED ITEMS REQUIRED FOR THE CONSTRUCTION OF THE STORM SEWER (OUTFALL PROTECTION, POLLUTION CONTROL, ETC.) ARE TO BE IN ACCORDANCE WITH DETAILS SHOWN , QN THE CONSTRUCTION PLANS, FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS, AND FOOT STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION (1991). 16. ALL PIPE CALL OUTS ARE MEASURED CENTERLINE TO CENTERLINE FOR MANHOLES AND INLETS AND FROM THE END OF THE PIPE FOR MITERED END SECTIONS. 17. ALL ON --SITE AREAS DISTURBED BY THE CONSTRUCTION SHALL BE STABILIZED WITH A SEED AND MULCH MIXTURE UNLESS OTHERWISE NOTED. 18. ALL OFF-SITE AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED WITH BAHIA. PAVEMENT SYSTEM 1. THE ENTITY THAT WILL OWN, OPERATE, AND MAINTAIN THE ON-SITE PAVEMENT AREAS SHOWN ON THESE PLANS IS T.A. YOUNGBLOOD & SONS, INC. 2. MATERIALS AND CONSTRUCTION METHODS FOR THE ROADWAY SHALL BE IN ACCORDANCE WITH THE FOOT STANDARD SPECIFICATIONS FOR ROADWAY AND BRIDGE CONSTRUCTION (1991), OR LATEST EDITION. 3. ALL ORGANIC SOILS BELOW UTILITY TRENCHES SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL AND COMPACTED TO NO LESS THAN 98 % OF THE MODIFIED PROCTOR MAXIMUM DENSITY (AASHTO T - 180). 4. STABILIZED SUBGRADE TO BE F.D.O.T. TYPE "C". 5. CONSTRUCTION OF THE ROADWAY SHALL BE 12" OF SUBBASE WITH A MINIMUM LIMEROCK BEARING RATIO OF 20% COMPACTED TO THE MODIFIED PROCTOR MAXIMUM DRY DENSITY OF 98% PER AASHTO T-180, 6" OF LIMEROCK BASE COURSE COMPACTED TO THE MODIFIED PROCTOR MAXIMUM DENSITY OF 98% PER AASHTO T-180, AND 1" TYPE III OF ASPHALTIC CONCRETE SURFACE COURSE WITH A MARSHALL STABILITY OF 1500# MINIMUM COMPACTED TO AT LEAST 95% OF THE MAXIMUM LABORATORY MARSHALL DENSITY. SUBGRADE PREPARATION AND PAVEMENT INSTALLATION SHALL CONFORM TO FOOT STANDARDS AND SOILS REPORT RECOMMENDATIONS. 6. ALL PAVING SURFACES IN INTERSECTIONS AND ADJACENT SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY IN THE DIRECTION SHOWN BY THE FLOW ARROWS ON THE PLANS AND TO PROVIDE A SMOOTHLY TRANSITIONED DRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. APPROACHES TO INTERSECTIONS AND ENTRANCES AND EXIT GRADES TO INTERSECTIONS WILL HAVE TO BE STAKED IN THE FIELD AT DIFFERENT GRADES THAN THE CENTERLINE GRADES SHOWN ON THE PLANS. IN THESE AREAS, IT MAY ALSO BECOME ADVISABLE TO MAKE MINOR LOCAL FIELD ADJUSTMENTS IN THE CENTERLINE GRADES TO ACCOMPLISH THE PURPOSES OUTLINED. IN ADDITION, THE STANDARD CROWN WILL HAVE TO BE CHANGED IN ORDER TO DRAIN POSITIVELY IN THE AREA OF INTERSECTIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BE CONSULTED SO THAT HE MAY MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS TO ACCOMPLISH THE INTENT OF THE PLANS. 7. CURBING SHALL BE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLANS. CONCRETE FOR CURBS SHALL BE FOOT CLASS "1" CONCRETE WITH A 28 -DAY COMPRESSION STRENGTH OF 3000 PSI. ALL CURBS SHALL HAVE SAWCUT CONTRACTION JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'--0" ON CENTER. CONSTRUCTION OF CURBS SHALL BE IN CONFORMANCE WITH FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (1991) SECTION 520 AND DETAILS PROVIDED ON THE CONSTRUCTION PLANS. 8. ALL CONCRETE FLUMES, WALKS, AND CURBS SHALL BE CONSTRUCTED WITH 3,000 PSI CONCRETE. 9. SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS AS SHOWN ON THE CONSTRUCTION PLANS. THE SIDEWALK SHALL BE CONSTRUCTED OF 4" OF CONCRETE WITH A 28 -DAY COMPRESSION STRENGTH OF 3000 PSI. JOINTS WILL BE EITHER TOOLED OR SAWCUT AT A DISTANCE OF 5', HANDICAP RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS AND BE IN ACCORDANCE WITH STATE REGULATIONS FOR HANDICAP ACCESSIBILITY, 10. PAVEMENT MARKINGS AND SIGNAGE SHALL BE PROVIDED AS SHOWN ON THE CONSTRUCTION PLANS AND SHALL MEET THE REQUIREMENTS OF THE OWNER/OPERATOR. SIGNAGE SHALL BE IN CONFORMANCE WITH MUTCD (LATEST EDITION). A 48-HOUR PAVEMENT CURING TIME WILL BE PROVIDED PRIOR TO APPLICATION OF PAVEMENT MARKINGS. REFLECTIVE PAVEMENT MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH FOOT INDEX NO. 17352. 11. ALL PAVEMENT MARKINGS WITHIN THE SEMINOLE COUNTY RIGHT-OF-WAY SHALL COMPLY WITH THE FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AND THE SEMINOLE COUNTY LAND DEVELOPMENT CODE. 12. ALL ON-SITE PAVEMENT STRIPS AND MARKINGS SHALL BE WHITE INTENSITY LEAD-FREE, NON -SOLVENT THERMOPLASTIC AND SHALL COMPLY WITH THE F.D.O.T. ROADWAY AND TRFFIC DESIGN STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AND THE CITY OF SANFORD SPECIFICATIONS. 13. ALL AREAS WITHIN THE RIGHT-OF-WAY SHALL BE FINISHED GRADED WITH A SMOOTH TRANSITION INTO EXISTING GROUND. ALL SWALES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING. ALL DISTURBED AREAS SHALL BE SODDED AFTER FINAL GRADING IN ACCORDANCE WITH THE CONSTRUCTION PLANS PRIOR TO FINAL INSPECTION. ALL GRASSING (SOD) SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL FINAL ACCEPTANCE BY THE OWNER/OPERATOR. 14. THE CONTRACTOR SHALL PROVIDE OWNER AND ENGINEER PAVEMENT AS-BUILTS. AS-BUILTS SHALL CONTAIN AT A MINIMUM, BUT NOT LIMITED TO, PAVEMENT WIDTHS, PAVEMENT CROSS SLOPES, AND DRAINAGE DIRECTIONS WITH HIGH POINTS DELINEATED. SEE GENERAL AS -BUILT REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS. NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK GREGOR R. CRAWFORD, PE FL EG. #41335 DATE ENGINEERING & SITE PLAN C5 - Z3 0 c� a 06 Lu T CD C\1 0 C.) Cn uJ -C3 I-- I-- =3 C) En C -D LJ_ C!3= a' UJ� } uJ 0- U) `" uiCD M rn �� T C\1 N -O _� L �- r- a r+ Qo M co s xo � CID Fes, ccs Y Q I� y� C73 (=P �a _ as 0J a 1 E e� FDrawny/Checked By: CADD/CRC Project No.: 01-043.00 Scale: N.T.S. Date: JUNE, 2001 Sheet Name: 01 Sheet No.: of 12 2 M: POTABLE WATER / FIRE SYSTEMS 1. THE ENTITY THAT WILL OWN, OPERATE, AND MAINTAIN THE ON-SITE WATER SYSTEM SHOWN ON THESE PLANS IS T.A. YOUNGBLOOD & SONS, INC. 2. POLYVINYL CHLORIDE PIPE (PVC) 4" THROUGH 12" SHALL BE MANUFACTURED IN ACCORDANCE WITH ANSI/AWWA C900 (LATEST EDITION) AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI AND HAVE A DR (DIMENSION RATIO) OF 18, ALL PVC PIPE BEAR THE NSF LOGO FOR POTABLE WATER. JOINTS SHALL BE OF THE PUSH -ON TYPE AND COUPLINGS CONFORMING TO ASTM D3139 CONFORMING TO DR18 PIPE, 3. DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 50 AND SHALL CONFORM TO ANSI/AWWA C150/A21.50 (LATEST EDITION). ALL DUCTILE IRON PIPE SHALL HAVE A STANDARD THICKNESS OF CEMENT MORTAR LINING AS SPECIFIED IN ANSI/AWWA C104/A21.4 (LATEST EDITION). PIPE JOINTS SHALL BE OF THE PUSH -ON RUBBER GASKET TYPE CONFORMING TO ANSI/AWWA C111 /A21.11 (LATEST EDITION). 4. FITTINGS FOR ALL DUCTILE IRON PIPE AND PVC C900 PIPE SHALL BE DUCTILE IRON AND SHALL CONFORM TO ANSI/AWWA C110/A21.10 (LATEST EDITION) AND SHALL BE CEMENT LINED IN CONFORMANCE WITH ANSI/AWWA C104/A21.4 (LATEST EDITION). 5. POLYETHYLENE WRAP USED FOR CORROSION PREVENTION ON DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI/ASTM D1248. THE MINIMUM NOMINAL THICKNESS SHALL BE 0.008 IN, (8MILS), INSTALLATION OF POLY WRAP SHALL BE IN ACCORDANCE WITH AWWA C105. 6. PIPE INSTALLATION FOR PVC PIPE SHALL BE IN CONFORMANCE WITH ASTM D2774-72 (LATEST EDITION). INSTALLATION FOR DUCTILE IRON PIPE SHALL BE IN CONFORMANCE WITH AWWA C600-87. 7. VALVES THREE (3) INCHES AND LARGER IN SIZE: GATE VALVES SHALL BE RESILIENT -SEAT AND SHALL CONFORM TO ANSI/AWWA C509-87 WITH HAND WHEEL OR WRENCH NUT, EXTENSION STEMS AND OTHER APPURTENANCES AS REQUIRED. MANUFACTURER'S CERTIFICATION OF THE VALVES' COMPLIANCE WITH AWWA SPECIFICATION C509 AND TESTS LISTED THEREIN WILL BE REQUIRED. VALVE BOX PADS SHALL BE 18" X 18" X 4" THICK CONCRETE WITH #4 REINFORCING BARS. PAD TO BE SET AT FINISHED GRADE. VALVES SHALL BE CLOW, MUELLER, KENNEDY, M & H, AMERICAN, OR APPROVED EQUAL. 8. BUTTERFLY VALVES SHALL MEET OR EXCEED THE DESIGN STRENGTH, TESTING AND PERFORMANCE REQUIREMENTS OF AWWA C504, CLASS 150. VALVES SHALL BE DUCTILE IRON, RESILIENT -SEAT, AND BE MANUFACTURED BY KENNEDY, MUELLER, M & H, AMERICAN, OR APPROVED EQUAL. 9. AIR RELEASE VALVES SHALL BE PLACED AT HIGH POINTS OF THE TRANSMISSION MAIN TO PERMIT ESCAPE OF TRAPPED AIR. THE VALVE SIZE, LOCATION, AND METHOD OF INSTALLATION SHALL BE INDICATED ON THE DRAWINGS, OR AS DIRECTED BY THE ENGINEER. AIR RELEASE VALVES SHALL BE CRISPIN PRESSURE AIR VALVE TYPE N, APCO, OR VALVE AND PRIMER CORP. 10. DETECTOR CHECK VALVES SHALL BE AS MANUFACTURED BY HERSHEY, FEBCO, OR WATTS. INSTALLATION, VAULTS, ETC., SHALL BE IN CONFORMANCE WITH LOCAL AGENCY REQUIREMENTS. 11. VALVE BOXES OR BURIED POTABLE WATER SHALL BE ADJUSTABLE, CAST IRON CONSTRUCTION, WITH A MINIMUM INTERIOR DIAMETER OF 5" WITH COVERS CAST WITH THE INSCRIPTION IN LEGIBLE LETTERING ON TOP: WATER. BOXES SHALL BE SUITABLE FOR THE APPLICABLE SURFACE LOADING AND VALVE SIZE, AND SHALL BE MANUFACTURED BY MUELLER COMPANY, MODEL 10364, OR APPROVED EQUAL. 12, FIRE HYDRANTS SHALL CONFORM TO THE LATEST EDITION OF AWWA C502-85 AND SHALL BE FURNISHED COMPLETE WITH WRENCH AND OTHER APPURTENANCES. MANUFACTURER'S CERTIFICATION OF COMPLIANCE WITH AWWA C502 AND TESTS LISTED THEREIN WILL BE REQUIRED. ALL HYDRANTS SHALL BE OF BREAKABLE TYPE, WITH BREAKABLE SECTION LOCATED SLIGHTLY ABOVE FINISHED GROUND LINE. HYDRANTS SHALL CONTAIN TWO (2) 2-1/2" HOSE CONNECTIONS AND ONE (1) 4-1/2" STREAMER CONNECTION WITH NATIONAL STANDARD FIRE HOSE COUPLING SCREW THREADS, FIVE AND ONE QUARTER INCH (5-1/4") VALVE OPENING, SIX INCH (6") DIAMETER MECHANICAL JOINT INLET, ONE AND ONE HALF INCH (1-1/2") PENTAGON OPERATING NUT, SHALL OPEN COUNTER CLOCKWISE, SHALL BE FIRE HYDRANT RED IN AN APPROVED MANNER WITH THE PRIMER PAINT BEING KOPPER'S "GLAMORTEX" NO. 622 RUST PRIMER AND THE FINISH PAINT BEING KOPPER'S "GLAMORTEX" NO. 314, SAFETY RED, AND SHALL BE EITHER MUELLER CENTURION (TRAFFIC MODEL A-423), AMERICAN -DARLING B-84-13, OR KENNEDY K -81A FIRE HYDRANT, NO SUBSTITUTES. A. BLUE PAVEMENT REFLECTORS SHALL BE PLACED IN THE CENTERLINE OF THE DRIVING LANE DIRECTLY IN FRONT OF THE FIRE HYDRANT. B. CONTRACTOR SHALL PROVIDE A POST -CONSTRUCTION FIRE FLOW TEST WITNESSED AND APPROVED BY THE ENGINEER AND OWNER/OPERATOR. HYDRANT SHALL DELIVER .A MINIMUM OF 500 PSI WITH A RESIDUAL PRESSURE OF 20 PSI. C. THERE SHALL BE NO TREES, SHRUBS, ETC., PLANTED AROUND THE FIRE HYDRANTS OR IN THE AREAS DESIGNATED AS FIRE LANES. 13. UNLESS OTHERWISE NOTED IN THE PLANS, THE UTILITY COMPANY SHALL PROVIDE AND INSTALL WATER METERS. CONTRACTOR SHALL CONSTRUCT WATER SERVICE TO THE CORPORATION STOP AS SHOWN ON THE CONSTRUCTION PLANS. 14. POLYETHYLENE (PE) PRESSURE PIPE FOR WATER SERVICES 1/2" THROUGH 3" SHALL CONFORM TO AWWA C901-88. 15. COPPER TUBING FOR WATER SERVICES SHALL BE "TYPE K" SEAMLESS COPPER TUBING. 16. ALL SERVICES SHALL INCLUDE THE FOLLOWING: CURB STOPS, UNIONS AS REQUIRED, AND CORPORATION STOPS, THE SERVICE SHALL BE COMPLETE TO THE CURB STOP AS SHOWN ON THE DETAIL SHEET, AND SHALL BE AS 'MANUFACTURED BY MUELLER CORPORATION, HAYS, OR FORD. 17. THE CONTRACTOR SHALL CUT A "W" IN THE TOP CURB OF EACH WATER SERVICE AND A "V" AT ALL VALVE LOCATIONS, CUT WS AND V'S SHALL BE HIGHLIGHTED WITH BLUE PAINT. 18. PIPE INSTALLATION OF PVC WATER MAIN SHALL BE IN CONFORMANCE WITH ASTM D2774 (LATEST EDITION). 19. COMPACTED BACKFILL SHALL BE TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 FOR UNDER ALL PAVEMENTS. OTHER COMPACTION OF BACKFILL SHALL BE TO 95% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. SEE STANDARD DETAILS. 20, MINIMUM COVER OVER ALL PIPE SHALL BE 36" FROM TOP OF PIPE TO FINISHED GRADE. 21. THE WATER MAIN SHALL BE INSTALLED AS NOTED ON THE PLANS. WHERE APPLICABLE, A LATERAL OF AT LEAST 10' SHALL BE MAINTAINED BETWEEN WATER AND SEWER LINES. WHEN WATER AND SEWER LINES CROSS WITH LESS THAN AND 18" VERTICAL SEPARATION, THE PVC SEWER SHALL BE ENCASED IN CONCRETE OR DUCTILE IRON PIPE USED IN LIEU OF PVC PIPE FOR A DISTANCE OF 10' EITHER SIDE OF THE CROSSING. 22. ALL PLUGS, CAPS, TEES, BENDS, FIRE HYDRANTS, VALVES, ETC., SHALL BE PROVIDED WITH THRUST BLOCKS, FOR THRUST BLOCK CONSTRUCTION DETAILS, REFER TO THE U V ILITY DETAIL SHEET. 23, BLUE MAGNETIC INDICATOR TAPE SHALL BE BURIED IN THE WATER MAIN TRENCH DIRECTLY ABOVE THE WATER MAIN. 24, ALL PIPE SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C651-86. 25. ALLOWABLE LEAKAGE FOR DUCTILE IRON PRESSURE MAINS WILL BE IN ACCORDANCE WITH AWWA C600. 26. ALLOWABLE LEAKAGE FOR PVC PRESSURE MAINS WILL BE IN ACCORDANCE WITH AWWA M23. 27, THE CONTRACTOR SHALL PROVIDE, AT HIS OWN EXPENSE, ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, METERS, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIALS, AND FACILITIES REQUIRED FOR ALL HYDROSTATIC AND LEAKAGE TESTING. CONTRACTOR SHALL CONTACT THE ENGINEER, OWNER/OPERATOR AND COUNTY, IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION. 28. THE WATER SYSTEM SHALL BE TESTED FOR LEAKAGE AT 150 PSI FOR TWO (2) HOURS, WITH ALLOWABLE LEAKAGE IN ACCORDANCE WITH ABOVE STANDARDS. 29. CONTRACTOR SHALL OBTAIN A COPY OF THE FDEP WATER SYSTEM PERMIT AND PULL BACTERIOLOGICAL TESTING SAMPLES FROM THE SAMPLE POINTS SPECIFIED IN THE PERMIT. 30. PRIOR TO THE CONNECTION TO ANY EXISTING MAIN, THE PROPOSED WATER MAIN SHALL BE DISINFECTED, HAVE ENGINEER APPROVED PRESSURE TESTING, AND HAVE FDEP CLEARANCE. REFER TO FDEP PERMIT FOR ANY ADDITIONAL REQUIREMENTS. 31. THE CONTRACTOR SHALL PROVIDE VERTICAL AND HORIZONTAL "AS -BUILT" INFORMATION RELATIVE TO ALL CONSTRUCTED UTILITIES AND STRUCTURES. A. LOCATION OF ALL VALVES. FITTINGS, HYDRANTS, AND SERVICES, B. LOCATION of THE WATER MAIN TIED HORIZONTALLY TO THE BACK of CURB OR EDGE OF PAVEMENT. C, CERTIFICATION AS TO THE SYSTEM MEETING THE MINIMUM COVER REQUIREMENTS. D. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION WHICH DEVIATES FROM THE APPROVED ENGINEERING PLANS. u SANITARY SEWER SYSTEM 1, THE ENTITY THAT WILL OPERATE AND MAINTAIN THE ON-SITE SEWER SYSTEM SHOWN ON THESE PLANS IS T.A. YOUNGBLOOD & SONS, INC. 2. ALL SANITARY SEWER PIPE SHALL BE PVC SEWER PIPE CONFORMING TO ASTM D3034 SDR -35, INSTALLATION OF PVC SEWER PIPE SHALL CONFORM TO ASTM D2321. SEE ASTM C-12, LATEST EDITION, FOR CONSTRUCTION METHODS, EXCEPT FOR BACKFILLING, WHICH SHALL BE AS SHOWN ON THE UTILITY DETAIL SHEET. A HORIZONTAL SEPARATION OF AT LEAST 10' SHALL BE MAINTAINED BETWEEN WATER AND SEWER LINES. WHEN WATER AND SEWER LINES CROSS WITH LESS THAN 18 VERTICAL SEPARATION, OR WHEN THE WATER LINE CROSSES BENEATH THE SEWER LINE AT ANY DEPTH, THE SEWER LINE SHALL BE ENCASED IN CONCRETE OR THE SEWER SHALL BE DUCTILE IRON PIPE FOR A DISTANCE OF 10' EITHER SIDE OF THE CROSSING. DUCTILE IRON SHALL BE SANITARY SEWER GRAVITY PIPE SHALL BE CLASS 52 DUCTILE IRON POLYETHYLENE LINED. 3. ALL SEWER FITTINGS SHALL BE SHALL BE PVC MEETING THE REQUIREMENTS OF ASTM D3034. FITTINGS SHALL BE SUITABLE FOR USE WITH SDR -35 GRAVITY SEWER PIPE. ALL FITTINGS SHALL HAVE ELASTOMERIC SEALING GASKETS. 4. JOINTS FOR GRAVITY SEWER PIPE AND ALL FITTINGS SHALL BE ELASTOMERIC RUBBER SEALS. GASKETS SHALL CONFORM TO ASTM F477. 5. SANITARY SEWER MANHOLES SHALL BE PRECAST CONSTRUCTION. THE MINIMUM SIZE DIAMETER OF MANHOLES SHALL BE 48" FOR SEWER LINES 21" IN DIAMETER OR LESS. PRECAST REINFORCED MANHOLES SHALL BE IN ACCORDANCE WITH ASTM C-478 SPECIFICATIONS, WITH PREFORMED FLEXIBLE JOINT SEALS, RAMNEK, OR APPROVED EQUAL. THE MINIMUM WALL THICKNESS SHALL BE ON SANITARY MANHOLES SHALL BE 5". THE INTERIOR SURFACES OF ALL MANHOLES SHALL BE PROTECTED BY THE APPLICATION OF TWO (2) COATS OF KOPPERS BITUMASTIC 300 M. OR ,APPROVED EQUAL, APPLIED AT THE RATE OF120 SQUARE FEET PER ,GALLON PER COAT MINIMUM. 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO PROVIDE A FLEXIBLE WATERTIGHT SEAL OF THE PIPE TO THE MANHOLE. NO ADHESIVES OR LUBRICANTS SHALL BE; EMPLOYED IN THE INSTALLATION OF THE CONNECTOR INTO THE MANHOLE. THE RUBBER FOR CONNECTOR SHALL COMPLY WITH ASTM C443 AND ASTM C923 AND CONSIST OF EPDM AND ELASTOMERS DESIGNED TO BE RESISTANT TO OZONE, WEATHER ELEMENT, CHEMICALS, INCLUDING ACIDS, ALKALIS, ANIMAL AND VEGETABLE FATS, OILS, AND PETROLEUM PRODUCTS FROM SPILLS. ALL STAINLESS STEEL ELEMENTS OF THE CONNECTOR SHALL BE TOTALLY NON-MAGNETIC SERIES 316 WHICH SHALL BE TORQUED BY A BREAKAWAY TORQUE 'WRENCH AVAILABLE FROM THE PRECAST MANHOLE SUPPLIER, AND SET FOR 60-70 INCH/LBS. THE CONNECTOR SHALL BE INSTALLED IN THE MANHOLE WALL BY ACTIVATING THE EXPANDING MECHANISM IN STRICT ACCORDANCE WITH THE RECOMMENDATION OF THE CONNECTOR MANUFACTURER. 7. INSTALLATION OF GRAVITY SANITARY SEWER SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. 8. POLYETHYLENE WRAP USED FOR CORROSION PREVENTION ON DUCTILE IRON PIPE SHALL CONFORM TO THE REQUIREMENTS OF ANSI/ASTM/D1248. THE MINIMUM NOMINAL THICKNESS SHALL BE 0.008 IN. (8 MILS). INSTALLATION OF PQLYWRAP SHALL BE IN ACCORDANCE WITH AWWA C105. 9. TRENCHING AND BACKFILL SHALL BE PER DETAILS PROVIDED IN THE CONSTRUCTION PLANS. COMPACTED BACKFILL SHALL BE TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 FOR UNDER PAVEMENT. ALL OTHER COMPACTION BACKFILL SHALL BE TO 95% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 10, IN THE EVENT THAT WATER IS ENCOUNTERED DURING THE CONSTRUCTION OF THE SANITARY SEWER SYSTEM, DEWATERING SHALL BE CONDUCTED. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, OPERATION, AND SUBSEQUENT REMOVAL OF DEWATERING SYSTEMS AND THEIR SAFETY AND CONFORMITY WITH LOCAL CODES AND REGULATIONS. 11. AT ALL TIMES DURING CONSTRUCTION, KEEP EXCAVATIONS FREE FROM STANDING WATER. SUMPS, IF REQUIRED, SHALL BE LOCATED OUTSIDE OF LOAD BEARING AREAS SO THE BEARING SURFACES WILL NOT BE DISTURBED. WATER PUMPED FROM EXCAVATION SHALL BE DISCHARGED TO PREVENT RE-ENTRY INTO THE SOIL STRATA BEING DEWATERED. WATER CONTAINING SILT IN SUSPENSION SHALL NOT BE PUMPED INTO SEWER LINES OR ADJACENT STREAMS. THE METHOD OF DISPOSING OF WATER PUMPED FROM EXCAVATION SHALL BE APPROVED BY THE ENGINEER, PRIOR TO ACTUAL DISPOSAL. 12. SANITARY SEWER PIPE MUST BE BEDDED TRUE TO LINE AND GRADE WITH UNIFORM AND CONTINUOUS LONGITUDINAL SUPPORT FROM A FIRM BASE. BLOCKING MUST NOT BE USED TO BRING THE PIPE TO GRADE. PIPE BED SHALL BE UNDISTURBED EARTH AND, IN THE EVENT OF OVER EXCAVATION, THE CONTRACTOR SHALL REPLACE MATERIALS WITH MATERIALS SPECIFIED BY THE ENGINEER AND COMPACTED TO THE DENSITY OF THE NATIVE SOIL. AT ALL LOCATIONS WHERE PIPING IS TO BE INSTALLED IN AN AREA WHERE MUCK WAS NOTED IN THE SOILS TESTING OR AT ANY OTHER LOCATIONS WHERE MUCK OR ORGANIC SOILS ARE ENCOUNTERED, THE TRENCH SHALL BE OVER -EXCAVATED TO REMOVE ALL MUCK OR ORGANIC SOILS AND CLEAN FINE SAND SHALL BE PLACED AND COMPACTED IN THE TRENCH BOTTOM TO THE ELEVATIONS AND LOCATIONS NOTED ON THE PLANS. BACKFILL NEEDED TO BRING TRENCH TO THE PROPER GRADE SHALL BE COMPACTED TO A MINIMUM DENSITY OF 98% OF THE AASHTO T-180 MAXIMUM DENSITY. 13. TRENCH OR EXCAVATION BOTTOM STABILIZATION MATERIAL: A. SAND - SAND SHALL BE WELL GRADED, ORGANIC FREE, DURABLE GRANULAR MATERIAL, AND SHALL PASS A NO. 4 SIEVE. NOT MORE THAN 15% SHALL PASS A N0, 200 SIEVE. B. PIT RUN GRAVEL - PIT RUN GRAVEL SHALL BE ORGANIC FREE AND SHALL PASS A 3/4 -INCH SIEVE. C. GRANULAR MATERIAL - GRANULAR MATERIAL SHALL BE WELL GRADED, ORGANIC AND SOIL FREE, DURABLE AGGREGATE AND SHALL PASS A 3/4 -INCH SIEVE. NOT MORE THAN 15% SHALL PASS A NO. 200 SIEVE. 14, THE GRAVITY MAIN SHALL BE INSTALLED AS NOTED ON THE PLANS. WHERE APPLICABLE, A LATERAL SEPARATION OF AT LEAST 10' SHALL BE MAINTAINED BETWEEN WATER AND SEWER LINES. WHEN WATER AND SEWER LINES CROSS WITH LESS THAN AN 18' VERTICAL SEPARATION, THE PVC SEWER SHALL BE ENCASED WITH CONCRETE OR DUCTILE IRON PIPE USED IN LIEU OF PVC PIPE FOR A DISTANCE OF 10' EITHER SIDE OF THE CROSSING. 15. INFILTRATION TESTING OF THE SANITARY SEWER SYSTEM WILL BE REQUIRED TO BE PERFORMED BY THE CONTRACTOR. INFILTRATION SHALL NOT EXCEED 50 GALLONS PER DAY PER INCH OF DIAMETER PER MILE OF. LENGTH. IN THE EVENT THAT GROUNDWATER IS NOT ENCOUNTERED DURING SANITARY SEWER CONSTRUCTION, OR IF THE GROUNDWATER ENCOUNTERED IS NOT 24" ABOVE THE TOP OF PIPE, EXFILTRATION TESTING OF THE SANITARY SEWER SYSTEM WILL BE NECESSARY. THE TESTING WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, BUT WILL BE WITNESSED BY THE ENGINEER AND THE UTILITY REPRESENTATIVES. EXFILTRATION SHALL NOT EXCEED 200 GALLONS PER DAY PER INCH OF DIAMETER PER MILE OF LENGTH, INCLUDING MANHOLES 16. CONTRACTOR SHALL PERFORM LINE LAMPING, WHICH SHALL BE WITNESSED BY THE ENGINEER AND OWNER/OPERATOR. 17, THE CONTRACTOR SHALL PROVIDE, AT HIS OWN EXPENSE, ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE GAUGES, AND OTHER EQUIPMENT, MATERIAL, AND FACILITIES REQUIRED FOR ALL TESTING. CONTRACTOR SHALL CONTACT THE ENGINEER, OWNER/OPERATOR, AND COUNTY, IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN ADVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION. 18. THE CONTRACTOR SHALL PROVIDE VERTICAL AND HORIZONTAL AS -BUILT INFORMATION RELATIVE TO ALL CONSTRUCTED UTILITIES AND STRUCTURES, 19. AS -BUILT INFORMATION SHALL INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING: A, LOCATIONS AND INVERTS OF ALL GRAVITY SEWER LINES, MANHOLES, AND SERVICE LATERALS AND RIM ELEVATIONS OF ALL MANHOLES, B. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION WHICH DEVIATES FROM THE APPROVED ENGINEERING PLANS. C. DISTANCES OF SEWER LINE LAID FROM MANHOLE TO MANHOLE WITH TIES TO LATERALS. 20. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (90-96, LAWS OF FLORIDA). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. NOT VALID FOR CONSTRUCTION UNLESS SIG ED IN THIS BLOCK GREGORY R. CRAWFORD, PE FL RE '. #51,3,355 DATE ENGINEERING & SITE PLAN Rev # Date By Revision Comment U 07/06/01 GRC ISSUE FOR PERMIT/ CLIENT REVIEW CD Scale: N.T.S. Date: LuCD F -- JUNE, 2001 Sheet Name: C) rwn By/Checked By: CADD/GHC C!� C CD Scale: N.T.S. Date: LuCD F -- JUNE, 2001 Sheet Name: C) CO2 Sheet aCDC-D 3 of 1 a LL_ C/D W LLJ CL ® `' U:) � LL1 LA_ a_ rte-, pT `n N � m r- M o i LL. _a r--LL.u7 '- � _1 s � n o � N Cf) CD Q 6 k� Ln c� rn C3 e va cz b� rwn By/Checked By: CADD/GHC Project No.: 01-043.00 Scale: N.T.S. Date: JUNE, 2001 Sheet Name: CO2 Sheet No.: 3 of 1 LEGEN D REC - RECOVERED C.M. - CONCRETE MONUMENT I.P. - IRON PIPE I.R. - IRON ROD N.C. - NAIL AND CAP P.O.C. - POINT OF COMMENCEMENT P.O.B. - POINT OF BEGINNING SITE - CENTERLINE R/W - RIGHT-OF-WAY C. B. - CONCRETE BLOCK W.F. - WOOD FRAME RES. - RESIDENCE CONC. - CONCRETE UTIL. - UTILITY A.C. - AIR CONDITIONER DRAIN. - DRAINAGE ESMT. - EASEMENT L.S. - LICENSED SURVEYOR L.B. - LICENSE BUSINESS NOTE: 1. SEE SHEET C06 FOR BUFFER TREE DESIGNATIONS AND TREE PROTECTION SPECIFICATIONS. 2. SOIL BOUNDARY INFORMATION SHOWN HEREON IS BASED ON THE SOIL SURVEY OF SEMINOLE COUNTY, FLORIDA. SOIL LEGEND 34 - TAVARES URBAN LAND 3. THIS SITE DOES NOT LIE WITHIN A WELLFIELD PROTECTION ZONE. 4. THIS SITE DOES NOT LIE WITHIN THE 100 YEAR FLOOD PLAIN OR ANY FLOODWAY OR DRAINAGE WAYS. 5. THIS SITE DOES NOT CONTAIN WETLANDS. 6. THIS SITE DOES NOT LIE WITHIN AN AQUIFER RECHARGE AREA. i 10'0. damI /\ ;I �. PM 0 NG USE: VACANT ZONING: SC -3 a� a 4 ENGINEERING LEGEND — — - SILT FENCE 0 - SOIL SURVEY BOUNDARY 34 - SOIL SURVEY DESIGNATION -0 B - APPROXIMATE SOIL BORING LOCATION X - TREES TO BE REMOVED %= - EXISTING CONCRETE TO BE REMOVED I 6" SEWER LATERAL CITY OF SANFORD Lu i 0MIL04121• LOTS 4. 5 AND THE WEST 1/2 OF LOT 3, ALL IN BLOCK 1. TIER -8, E.R. TRAFFORD'S MAP THEREOF, PLAT BOOK 1, PAGES 56 THROUGH 64, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. URVEYOR'S NOTES: SET BENCHMARK, ELEVATIONS AND CONTOURS ARE BASED ON SEMINOLE COUNTY BENCHMARK, DESIGNATION NUMBER 3296701, ELEVATION 9.571. CONTOURS ARE SHOWN AT 1.0 FOOT INTERVALS. TREE ABBREVIATIONS: 0. DENOTES OAK TREE, PM. DENOTES 12" CABBAGE PALM TREE. TREE SIZES ARE SHOWN IN INCHES. 1. THIS PROPERTY LIES IN FLOOD ZONE(S) "X" PER F.E.M.A. FLOOD INSURANCE RATE MAP, COMMINITY—PANET NUMBER(S) 12094 0045 E DATED APRIL 17, 1995. 2. TITLE DATA HAS BEEN FURNISHED TO THE SURVEYOR. 3. UNDERGROUND IMPROVEMENTS ARE NOT LOCATED. 4. NOT VALID UNLESS SEALED WITH AN EMBOSSED SEAL 5. THIS PROPERTY LIES IN SECTIONS(S) 25, TOWNSHIP 19 SOUTH, RANGE 30 EAST. DEMOLITION NOTES 1. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND LICENSES FOR PERFORMING THE DEMOLITION WORK AND SHALL FURNISH A COPY OF IT TO THE ENGINEER PRIOR TO COMMENCING THE WORK. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE PERMITS. 2. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, OR LOCAL AUTHORITIES, FURNISHING GAS, WATER, ELECTRICAL, TELEPHONE, SEWER SERVICE, ETC. TO ALLOW THEM TO REMOVE, RELOCATE, DISCONNECT, CAP OR PLUG THEIR SERVICES TO FACILITATE DEMOLITION. 3. THE CONTRACTOR SHALL PROTECT ALL UTILITIES AND OTHER IMPROVEMENTS, ABOVE OR BELOW GROUND, SHOWN ON THESE PLANS AND ALL OTHER UTILITIES AND OTHER IMPROVEMENTS NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS OF UTILITIES AND OTHER IMPROVEMENTS DAMAGED DURING CONSTRUCTION AS DIRECTED BY THE ENGINEER, AT NO ADDITIONAL COST TO THE OWNER, AND SHALL MAINTAIN SUFFICIENT PROTECTION TO ALL UTILITIES REQUIRED TO PROTECT THEM FROM DAMAGE AND TO PROTECT THE PUBLIC DURING CONSTRUCTION. CONTRACTOR SHALL HOLD AND SAVE THE OWNER HARMLESS AGAINST ALL CLAIMS AND DAMAGES. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL TREES, STRUCTURES, AND UTILITIES NOT MARKED FOR REMOVAL OR DEMOLITION AND SHALL PROMPTLY REPAIR ANY DAMAGE AS DIRECTED BY THE ENGINEER AT NO COST TO THE OWNER. 5. THE CONTRACTOR TO REMOVE ALL PAVING MARKED FOR DEMOLITION WHICH INCLUDES ALL ASPHALT, CONCRETE, BASE, AND RETAINING WALLS (INCLUDING THE FOOTERS). 6. THE CONTRACTOR TO REMOVE ALL TREES MARKED FOR REMOVAL, WHICH INCLUDES THE ROOTS ASSOCIATED WITH THE TREE. THE TREES NOT MARKED FOR REMOVAL SHALL BE PROTECTED IN ACCORDANCE WITH CITY OF SANFORD'S REGULATIONS. THE CONTRACTOR SHALL BE SUBJECT TO ANY FINES IMPOSED BY THE OWNERS AND/OR THE CITY FOR THE REMOVAL OF ANY TREE THAT IS SHOWN WITHIN THESE CONSTRUCTION DOCUMENTS TO BE SAVED. 7. THE CONTRACTOR TO REMOVE ALL UN-SALVAGABLE MATERIALS AND YARD WASTE FROM THE SITE IMMEDIATELY AND DISPOSE OF IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS. 8. THE CONTRACTOR SHALL SAW -CUT A SMOOTH STRAIGHT EDGE ON ANY PAVEMENT PROPOSED FOR DEMOLITION PRIOR TO ITS REMOVAL. PRIOR TO CONNECTING PROPOSED PAVEMENT TO EXISTING PAVEMENT, THE CONTRACTOR SHALL ENSURE THAT THE EDGE OF THE EXISTING PAVEMENT IS STRAIGHT AND UNIFORM. SWA GGERTY LAND SURVEYI NG, I NC. L.B.4906 1450 KASTNER PLACE, SUITE 100 P. 0. BOX 2384 SANFORD, FLORIDA 32772-2384 (407)322-4630 FAX (407)322-8611 ENGINEERING & SITE PLAN NOT VALID FOR CONSTRUCTION UNLESS SIbNED IN THIS BLOCK GREGORJR. CRAWFORD, PE FL EG. #51335 DATE I✓ N 0 N T 6i J Q U UJ Rev # Date By Revision Comment 0 07/06/01 GRC GRC ISSUE FOR PERMIT/ CLIENT REVIEW POND MODIFICATION 1 07/14/01 2 11/05/01 GRC PER CITY COMMENTS Date: JUNE, 2001 ..0 0 W E C Q1 Cn 0 CD c ccs U Cn 0 U 0 C:) - CD Q C Q W a CD F _U _O a� u) O E' Q O W c� C .a> i Qa -rte O +.r C (D E O U O -u cu co N C U a C- Q 0 U En W En Q 0 c� CD M 06 CM c cm Lu T cD ZD a Q 0 J �!J Drawn Z CADD/GRC uu� f� O 01-043.00 Scale: C/) 1„_ 20' Date: JUNE, 2001 Sheet Name: Ir CO3 Sheet No.: W Ci CM _ Z C/) O � coo r Cz O L }� _p � W w C1D C'o CD06 O p W � J e b LL -F- � I3 F— Z F— C.o U X W rn 0 0 � , N r p N © T c� �~ V O N00 n v�J —1_ cif i LL O 00 _O LL. T • a O Q CIO �c) CV • O M Q] a7 F O � O V Qr J �!J Drawn By/Checked By: CADD/GRC uu� f� 01-043.00 Scale: 1„_ 20' Date: JUNE, 2001 Sheet Name: 0 B CO3 Sheet No.: 4 of 12 � coo r as a.a e b Drawn By/Checked By: CADD/GRC Project No.: 01-043.00 Scale: 1„_ 20' Date: JUNE, 2001 Sheet Name: CO3 Sheet No.: 4 of 12 EXISTING 5' CONCRETE WALK TO REMAIN 0 24" WHITE THERMOPLASTIC STOP BAR 30% 30" STOP SIGN (R1-1) (HIGH INTENSI "RIGHT TURN ONLY" SIGN CONTRACTOR SHALL PROVIDE ADA CURB --I, 0 CUTS AT DRIVEWAY IN ACCORDANCE WITH FDOT INDEX (DETAIL CR -21, SHEET 4 OF 5) SEE SHEET C10 FOR PAVEMENT SECTION 0 WITHIN FDOT RIGHT-OF-WAY. AS AN — ALTERNATIVE, 6" CLASS 1 CONCRETE CAN BE USED FOR THE DRIVEWAY INSTAEAD OF THE BASE AND ASPHALT FDOT 3' VALLEY GUTTER ( PER INDEX NO. 300 7 �b 5.75' O.: R35.0', 6 ,1 We PAI TED TRAFFIC SEPARATOR (SEE SHEET COB) f 50' -"w EAR BACKING SPACE DUMPSTER ENCLOSURE (SEE SHEET C09 FOR DETAIL) ' LU I LINL k I Yrs CXR M Lu F - I NOTES: 1. PROPOSED OFFICE SIGN SHOWN HEREON IS FOR INFORMATIONAL PURPOSES ONLY. SIGN PERMIT SHALL BE APPLIED FOR SEPARATELY. EXISTING OPEN SPACE CALCULATIONS IMPERVIOUS AREA: BUILDING AREA: 0 SF 0.0%) PAVEMENT WALKS: 0 SF 0.0% TOTAL IMPERVIOUS AREA: 0 SF 0.0% PERVIOUS AREA: 14,600 SF (100.0%) TOTAL AREA: 14,600 SF (100%) 3 2 PROPOSED OPEN SPACE CALCULATIONS 0 CONTRACTOR TO NOTE THAT TABLE 600 OF THE FLORIDA BUILDING CODE SHALL APPLY SINCE THE BUILDING LIES BETWEEN 10' TO 20' OF THE PROPERTY LINE. THE BUILDING IS A CON( RETE BLOCK STRUCTURE WITH WOOD TRUSSES. J 24" WHITE THERMOPLASTIC STOP BAR 30"x 30" STOP SIGN (R1-1) (HIGH INTENSITY) FDOT TYPE 'F' CURB PER INDEX NO. 300 A CONTRACTOR SHALL PROVIDE ADA CURB A CUTS AT DRIVEWAY IN ACCORDANCE WITH FDOT INDEX (DETAIL CR -21, SHEET 4 OF 5) FDOT TYPE 'F' CURB PER INDEX NO. 300 0 0 00 Lu IMPERVIOUS AREA: BUILDING AREA: 1,920 SF "5%- TOTAL PAVEMENT WALKS: 6,142 SF IMPERVIOUS AREA: 8,062 SF PERVIOUS AREA: 6,538 SF ,. TOTAL AREA: 14,600 SF (100%) F.A.R. (BUILDING TO LAND): 1,920 SF / 14,600 SF = 0.13 BUILDING HEIGHT NOT TO EXCEED: 35 FEET PARKING CALCULATIONS: REQUIRED: Date I I 5' BUILDING SIZE: 1,920 SF REQUIRED SPACES: 1,920 SF/200 SF/SPACE = 9.6, USE 10 PROVIDED SPACES: 9 REGULAR SPACES (10'X20') 1/12/02 GRC 1 HANDICAP SPACES (12'X20') 3.0' 2/23/02 10 TOTAL SPACES BUILDING SETBACKS: 0— FRONT: 0' of 12 SIDE: 0' I� o 0' 20' I O WHEEL LANDSCAPE BUFFERS: eCIO FRENCH AVE: 10' 12. 1 o w EAST: 0' t SOUTH: CD Q STOP(TYP) Q�LL- ;.,.. as CD C3.> o m 00 A +t C'0 `s 32' J O CC moo/ s� 134 PM. N , O jSIG�V HANDI AP 0 S w _ _ N PM. RAMP Ln 00 LO o `�-' N— O N 20, � co 4 N O M r^ o C" FDOT TYPE 'F' o 113.0 5 p � a O -CO o . ` ti x 0 C N M • N o CURB PER INDEX Y O a I R3.0 REL(DCAT ID o `' NO. 300 4! a HANDICAP •: ®hrICE bIo z SPACE : BLJII,DING AND SIGN ~I� (SEE SHEET o .- 6 O ? 1,920 Sr C07 FOR DETAIL) v PM. 20' 24' 20' RAISED O R3.0' WALK R 3.0' 12.5' 5 8•ELM 10'I BUFER LANDSCAPE T 35.0'x- R10.0' to o. 0 e•ELM DSCAPE r _ 11C.00' BUFAE 89°58' 34" W14.00' e•0. O 8 X14' ALLEY PER PLAT, R15.0' Q o N , �'. ,` "' e NOT OPEN (VACATED) R5.0'-,4 ': _ 1s•o. FDOT 3' VALLEY GUTTER ( PER INDEX NO. 300 7 �b 5.75' O.: R35.0', 6 ,1 We PAI TED TRAFFIC SEPARATOR (SEE SHEET COB) f 50' -"w EAR BACKING SPACE DUMPSTER ENCLOSURE (SEE SHEET C09 FOR DETAIL) ' LU I LINL k I Yrs CXR M Lu F - I NOTES: 1. PROPOSED OFFICE SIGN SHOWN HEREON IS FOR INFORMATIONAL PURPOSES ONLY. SIGN PERMIT SHALL BE APPLIED FOR SEPARATELY. EXISTING OPEN SPACE CALCULATIONS IMPERVIOUS AREA: BUILDING AREA: 0 SF 0.0%) PAVEMENT WALKS: 0 SF 0.0% TOTAL IMPERVIOUS AREA: 0 SF 0.0% PERVIOUS AREA: 14,600 SF (100.0%) TOTAL AREA: 14,600 SF (100%) 3 2 PROPOSED OPEN SPACE CALCULATIONS 0 CONTRACTOR TO NOTE THAT TABLE 600 OF THE FLORIDA BUILDING CODE SHALL APPLY SINCE THE BUILDING LIES BETWEEN 10' TO 20' OF THE PROPERTY LINE. THE BUILDING IS A CON( RETE BLOCK STRUCTURE WITH WOOD TRUSSES. J 24" WHITE THERMOPLASTIC STOP BAR 30"x 30" STOP SIGN (R1-1) (HIGH INTENSITY) FDOT TYPE 'F' CURB PER INDEX NO. 300 A CONTRACTOR SHALL PROVIDE ADA CURB A CUTS AT DRIVEWAY IN ACCORDANCE WITH FDOT INDEX (DETAIL CR -21, SHEET 4 OF 5) FDOT TYPE 'F' CURB PER INDEX NO. 300 0 0 00 Lu IMPERVIOUS AREA: BUILDING AREA: 1,920 SF "5%- TOTAL PAVEMENT WALKS: 6,142 SF IMPERVIOUS AREA: 8,062 SF PERVIOUS AREA: 6,538 SF ,. TOTAL AREA: 14,600 SF (100%) F.A.R. (BUILDING TO LAND): 1,920 SF / 14,600 SF = 0.13 BUILDING HEIGHT NOT TO EXCEED: 35 FEET PARKING CALCULATIONS: REQUIRED: Date 1 SPACE PER 200 GSF BUILDING SIZE: 1,920 SF REQUIRED SPACES: 1,920 SF/200 SF/SPACE = 9.6, USE 10 PROVIDED SPACES: 9 REGULAR SPACES (10'X20') 1/12/02 GRC 1 HANDICAP SPACES (12'X20') 3 2/23/02 10 TOTAL SPACES BUILDING SETBACKS: 0— FRONT: 0' of 12 SIDE: 0' I� REAR: 0' Q Ate` LANDSCAPE BUFFERS: eCIO FRENCH AVE: 10' w FULTON ST: 5' EAST: 0' 2E SOUTH: 5' Q ANTICIPATED TRAFFIC IMPACT: 66 ADT (ITE 710) ENGINEERING & SITE PLAN 4 3/06/02 GRC PFR CITY COMMENTS NOT VALID FOR CONSTRUCTION JNLESS SIGNED IN THIS BLOCK GREGORf R. CRAWFORD, PE FL REG. #51335 DATF In, - Rev # Date By Revision Comment 0 07/06/01 GRC ISSUE FOR PERMIT/ CLIENT REVIEW 1 11/05/01 GRC PER CITY COMMENTS 2 1/12/02 GRC PER CITY COMMENTS 3 2/23/02 GRC PER FDOT COMMENTS 0 Q Cn C U [O O Cn U Q) c ct C- Q C 0 -Z- CD CD ct CDCD Q CD CD a CD U L O CD M 0 Q a Q] �ua rd 0 a C OJ U O CD Cn L EDD m U a� L 0 C co 4— r - L) U cn CD Cn �i C Q_ 73 0 CD C O a� D 06 c al c Lu 0 O N Q 0 CD e By/Checked By: CADD/GRC z uu� F� Scale: Q Ln Date: J Sheet rn C04 0— No.: 5 of 12 I� Q Ate` z eCIO w -M� = 2E Q Q�LL- as CD C3.> o C/3 C0 +t C'0 `s J O CC moo/ s� z O _N 0 Ln 00 LO o `�-' N— O N O � co N O M r^ o C" o • o NTL p � a O -CO o x 0 C N M • Y O a C OJ U O CD Cn L EDD m U a� L 0 C co 4— r - L) U cn CD Cn �i C Q_ 73 0 CD C O a� D 06 c al c Lu 0 O N Q 0 CD e By/Checked By: CADD/GRC Project No.: uu� F� Scale: A Ln Date: JUNE,2001 Sheet rn C04 o No.: 5 of 12 I� Q Ate` eCIO w as e b moo/ s� Drawn By/Checked By: CADD/GRC Project No.: 01-043.00 Scale: 1"= 20' Date: JUNE,2001 Sheet Name: C04 Sheet No.: 5 of 12 1" P.E. WATER SERVICE 1" WATER MET 2 - 1" RPZ BACKFLOW PREVEN OR Q 4 0 CONNECT PROPOSED 1" P.E. WATER SERVICE TO EXISTING WATER MAIN WITH TAPPING SLEEVE & VALVE SPLASH BLOCK ` BLOCK B (TYP) BLOCK A BLOCK B 6" 6" BLOCK DETAIL SPLASH BLOCK N.T.S. SLOPE TO MATCH PROPOSED GRADES 0 0 4" THICK CONC. WITH 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. PLAN VIEW 6" (TYP. BOTH SIDES) (TYP) A 1'R 1'R EDGE OF PAVEMENT 6" VERTICAL CURB (TYP. BOTH SIDES) 6" II - TOP OF SKIMMER = 15.81 TOP ELEV= 15.35 i I FIBERGLASS 6" I SKIMMER BOT. OF SKIMMER 13.60 I AS BOTTOM EL. RCP I CONTRACTOR SHALL SEE SHEET C10 = 10.00 L BOT. EL.= 10.00_j -�_ FOR TOP OF POND BERM ELEVATION. 0 4 CONTRACTOR TO CONSTRUCT 1.7' HIGH RETAINING WALL ALONG MATCH EXISTING PROPERTY LINE MODIFIED F.D.O.T. TYPE 'C' INLET WALK ELEVATION EXISTING STORM MANHOLE TOP EL.= 14.22 BOT. EL.= 8.07 OUTFALL STRUCTURE DETAIL EXISTING 42" RCP N.T.S. FULT'ON STREET CONTRACTOR TO SLOPE WALK BACK TO MATCH EXISTING GRADE OF EXISTING WALK. SLOPE NOT TO EXCEED 5%. 3 .... ;PM. M. ii M. 14.30 2 CONFLICT "DOG HOUSE" MANHOLE .. " . 6" (TYP. BOTH SIDES) _ I 115.48 15.28 15.45 15.54 B'ELM I I 15.40 15.08 10.0. 15.20 CUM/ I .88 1 - - - --- - 14' ALLEY PER PLAT, r • CO. NOT OPE4 (VACATED) 15.2818. 15.38"v lim TYPE J 6 DIA. TOP ELEV.= 14.00 INV.= 8.34 SW. INV.= 9.92 \-33 LF.- 15" RCP ® 0.25% OUTFALL STRUCTURE (SEE THIS SHEET FOR DETAIL) co w 2 CONTRACTOR TO COORDINATE SERVICE -CONNECTION WITH BUILDING PLUMBER INVERT ELEVATION 14.25 T6" ANOUT9SEWER SAN. Q 1.00% SAN. 1.00% ANOUT CONTRACTOR TCUT WYE INTO EXISTING SEWER LINE. COORDINATE SERVICE DISRUPTION WITH CITY OF SANFORD AND OFFICE BUILDING TO THE EAST. ,s"o. EXISTING GROUND ELEVATION 15.05 �. I 15.03 ,s TOP EL.= 15.12 - EXISTING ROAD GRADE d. PM- 15.01 I li 1 CONCRETE PM. I 15.40 Q3 15.10 FLU M E 1- - f-- 15.45 LO I INV.= 14.08 RELOCATED POST -DEVELOPMENT •• OFFICE 4 F.F.E. BUILDING 1 .33 - TRAFFIC CONTROL SIGN 1,920 SF I ' . F.F.E. 15.50 - TRAFFIC DIRECTION ARROW A j4 -`-#►ISI I I CO - SECTION DETAIL SECTION SHEET ID 6" (TYP. BOTH SIDES) _ I 115.48 15.28 15.45 15.54 B'ELM I I 15.40 15.08 10.0. 15.20 CUM/ I .88 1 - - - --- - 14' ALLEY PER PLAT, r • CO. NOT OPE4 (VACATED) 15.2818. 15.38"v lim TYPE J 6 DIA. TOP ELEV.= 14.00 INV.= 8.34 SW. INV.= 9.92 \-33 LF.- 15" RCP ® 0.25% OUTFALL STRUCTURE (SEE THIS SHEET FOR DETAIL) co w 2 CONTRACTOR TO COORDINATE SERVICE -CONNECTION WITH BUILDING PLUMBER INVERT ELEVATION 14.25 T6" ANOUT9SEWER SAN. Q 1.00% SAN. 1.00% ANOUT CONTRACTOR TCUT WYE INTO EXISTING SEWER LINE. COORDINATE SERVICE DISRUPTION WITH CITY OF SANFORD AND OFFICE BUILDING TO THE EAST. ,s"o. EXISTING GROUND ELEVATION EXISTING STORM MANHOLE TOP EL.= 15.12 - EXISTING ROAD GRADE :. BOT. EL.= 10.32 1 I,ev $ 9 00 Q3 tY w 188 LF.- 12"X 18" ERCP o 0.25% f-- 6" PVC CLEANOUT AND SLOPE OF STORM PIPE INV.= 14.08 - DRAINAGE FLOW ARROW POST -DEVELOPMENT - ELLIPTICAL REINFORCED CONCRETE PIPE DRAINAGE BASIN LINE - REINFORCED CONCRETE PIPE TOTAL ACREAGE: 0.335 AC IRRIGATED ACREAGE: 0.08 AC POTABLE WATER USAGE: 350 GPD (OFFICE); 3,400 GPD (IRRIGATION) RECLAIMED WATER USAGE: 0 GPD WASTEWATER GENERATION: 300 GPD -LEGEND yy PROPOSED WATER LINE 0 EXISTING - SS PROPOSED SANITARY SEWER LINE FIRE HYDRANT wv EFM- PROPOSED WATER VALVE & CORP. STOP PROPOSED SANITARY CLEANOUT t PROPOSED WATER METER & BACKFLOW PREVENTOR -� EXISTING WATER METER 6" 0 4.50" WIDE x 3.0" HIGH WEIR INV. 14.65 4.0" WIDE x 3.50" HIGH WEIR INV. 14.10 NOTES 1. ALL GRADES ARE SHOWN AT EDGE OF PAVEMENT OR TOP OF WALK. 2. STORMWATER TREATMENT FOR THIS PROJECT WILL BE BY DRY RETENTION. SEE STORMWATER CALCULATIONS INCLUDED IN THE DRAINAGE PACKAGE. GENERAL NOTES: 1. CONTRACTOR TO TERMINATE WATER AND SEWER CONNECTIONS FIVE (5) FEET OUTSIDE BUILDING. 2. SEE SHEETS C01 AND CO2 FOR WATER AND SEWER NOTES AND SPECIFICATIONS. 3, RECLAIM WATER DOES NOT EXIST NEAR THE PROPOSED SITE. 4. WATER LINE UPLINE FROM THE PROPOSED WATER METER TO BE OWNED AND MAINTAINED BY THE OWNER. 5. SEWER LATERAL WITHIN PRIVATE PROPERTY IS TO BE OWNED AND MAINTAINED BY THE OWNER. 6. PAVEMENT WITHIN PRIVATE PROPERTY WILL BE OWNED AND MAINTAINED BY THE OWNER. THE SIDEWALK ALONG FULTON STREET IS TO BE OWNED AND MAINTAINED BY THE CITY OF SANFORD. THE SIDEWALK ALONG FRENCH AVENUE WILL BE OWNED BY F.D.O.T., BUT MAINTAINED BY THE CITY OF SANFORD. EXISTING STORMWATER AREAS* IMPERVIOUS AREA: BUILDING AREA: 0 SF 0.0% PAVEMENT WALKS: 0 SF 0.0% TOTAL IMPERVIOUS AREA: 0 SF 0.0% PERVIOUS AREA: 11,892 SF (100.07.) TOTAL AREA: 11,892 SF (1007.) PROPOSED STORMWATER AREAS* IMPERVIOUS AREA: BUILDING AREA: 1,920 SF 16.2% PAVEMENT WALKS: 6,139 SF 51.6% 2 TOTAL IMPERVIOUS AREA: 8,059 SF 67.87. PERVIOUS AREA: 3,833 SF (32.2%) TOTAL AREA: 11,892 SF (100%) * REPRESENTS THE AREAS WITHIN THE PROJECT BASIN BOUNDARY THAT WILL FLOW INTO THE PROPOSED POND. LEGEND 6 1!p. EXISTING GROUND ELEVATION By Revision Comment - x 21.0 - EXISTING ROAD GRADE o° 1 07/14/01 - PROPOSED PAVEMENT GRADE +o° 2 188 LF.- 12"X 18" ERCP o 0.25% - PROP. LENGTH, SIZE, TYPE PER CITY COMMENTS AND SLOPE OF STORM PIPE -�� - DRAINAGE FLOW ARROW ERCP - ELLIPTICAL REINFORCED CONCRETE PIPE RCP - REINFORCED CONCRETE PIPE F.F.E. - FINISHED FLOOR ELEVATION T - TRAFFIC CONTROL SIGN �n - 24" WIDE SOLID WHITE STOP BAR Q (THERMOPLASTIC) - TRAFFIC DIRECTION ARROW A SECTION DESIGNATION CO - SECTION DETAIL SECTION SHEET ID ca n - DRAINAGE BASIN BOUNDARY 0 - TYPE "P" STORM MANHOLE CD - TYPE "9" STORM INLET PER ® FDOT INDEX NO. 214 OC - STORM PIPE NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK GRE fRY R. CRAWFORD, PE FL REG. #11 5 DATE � 'L1 It Cn N n w J Q U LO ENGINEERING & SITE PLAN 4 3/06/02 GRC PER CITY COMMENTS 0 Q c Cn Cn M 0 U) 0 U 0 a Q a� C3_ as c.� 0 CD Cn 0 O_ _a O 4) cn c `0 CD 0 CD c U 0 as a� CD U a� L Cn _v> Q� 0 C co L Q 0 U a� 0 c Q 0 C.'3 c os CD 0 06 c c Rev # Date By Revision Comment 0 07/06/01 GRC ISSUE FOR PERMIT/ CLIENT REVIEW 1 07/14/01 GRC POND MODIFICATION 2 11/05/01 GRC PER CITY COMMENTS 3 1/12/02 GRC PER CITY COMMENTS rn By/Checked By: t� Project No.: 01-043.00 Scale: z 00n ti . N r B Date: o Q N � M Sheet O � v O No.: 6 L_ of 12 ..J W N co rnrn V, �n Cis Q M co z Q ca n � o Qtia -rc O co CD w � z OC C CZ a m p w CD w -f---• CD W LL V z Q rn fl� By/Checked By: t� Project No.: 01-043.00 Scale: 00n ti . N r B Date: o � N � M Sheet O cos v O No.: 6 L_ of 12 ..J o N co � �n Cis M co _O LO (V/11 Qtia -rc O co cJ C � q C:, • O a m p CO YO J d� a_ fl� By/Checked By: t� Project No.: 01-043.00 Scale: sr B Date: o � JUNE, 2001 Sheet Name: cos Sheet No.: 6 L_ of 12 ..J o � cJ C � q CD C.A N v� Q 0 c� Drawn By/Checked By: CADD/GRC Project No.: 01-043.00 Scale: 1"= 20' Date: JUNE, 2001 Sheet Name: cos Sheet No.: 6 L_ of 12 ..J LANDSCAPE NOTES Al 1. ALL PLANTINGS ARE TO CONFORM TO CITY OF SANFORD ANDSCAPE CODES. 2. PROVIDE BAHIA SOD, QUALITY SOD WITH NO WEEDS OR FOREIGN MATERIALS. ALL LANDSCAPE AREAS SHOWN ARE TO BE MULCHED. ALL OTHER OPEN AREAS TO BE SODDED. 3. MULCH - GRADE "A" CYPRESS BARK, IN ALL PLANTING BEDS. INSTALL TO A DEPTH OF 2" THICKNESS FREE OF FOREIGN MATERIALS. 4. TREE RINGS - 4' DIAMETER AROUND ALL TREES PLANTED IN SODDED AREAS WITH SOLID MULCH COVER @ 2" THICKNESS. 5. PLANT QUANTITIES - LANDSCAPE CONTRACTOR TO CALCULATE AND PROVIDE HIS OWN COUNT TO VERIFY THE QUANTITY SHOWN IN THE PLANTING LEGEND. IF THERE IS A CONFLICT BETWEEN THE LEGEND AND THE PLAN, THE PLAN SHALL TAKE PRECEDENCE. 6. PLANTING NOTES A. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR BECOMING FAMILIAR WITH THE LOCATION OF ALL SUBSURFACE UTILITIES PRIOR TO PLANT INSTALLATION. LANDSCAPING SHALL NOT INTERFERE WITH EXISTING OR ESTABLISHED DRAINAGE PATTERNS. ALL PLANTING AREAS ARE TO HAVE ADEQUATE VERTICAL DRAINAGE AND ALL SOIL IS TO BE TILLED TO A MIN. DEPTH OF 18". ANY COMPACTED SOIL SHALL BE REMOVED AND REMEDIED PRIOR TO PLANT INSTALLATION, IF NECESSARY. B. ALL PLANT MATERIAL SHALL BE FLORIDA GRADE #1 OR BETTER. 7. LANDSCAPE CONTRACTOR SHALL PROVIDE AN IN -GROUND AUTOMATED IRRIGATION SYSTEM FOR ALL PROPOSED LANDSCAPING IN ACCORDANCE WITH CITY OF OVIEDO REGULATIONS. z 8. THE LOCATION OF ALL REQUIRED TREES MUST NOT CONFLICT WITH LIGHTING FIXTURES, SIGNS, UNDERGROUND AND OVERHEAD UTILITIES, FLORIDA POWER EQUIPMENT, FIRE HYDRANTS, ETC.. 1. THE LANDSCAPE CONTRACTOR SHALL INSURE THAT WORK DOES NOT INTERUPT ESTABLISHED OR PROJECTED DRAINAGE PATTERN. 2. THE LANDSCAPE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAINAGE IN ALL PLANT BEDS AND PLANTERS. VERTICAL DRILLING THROUGH ANY COMPACTED FILL TO NATIVE SOIL SHALL BE ACCOMPLISHED TO INSURE DRAINAGE. 3. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS AND ALL WORK AS CALLED FOR ON THE LANDSCAPE PLANS. THE LIST OF PLANT QUANTITIES ACCOMPAYING THE PLANS SHALL BE USED AS GUIDE ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES AT TIME OF BIDDING. 4. ALL PLANT MATERIALS SHALL BE GRADED FLORIDA No. 1 OR BETTER, AS OUTLINED UNDER GRADES AND STANDARDS FOR NURSERY PLANTS, DIVISION OF PLANT INDUSTRY, STATE OF FLORIDA, UNLESS OTHERWISE NOTED. 5. ALL PLANT BEDS SHALL BE TOP DRESSED WITH 2"-3" SHREDDED CYPRESS MULCH. 6. LANDSCAPE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR STABILITY AND PLUMB CONDITION OF ALL TREES AND SHRUBS AND SHALL BE LEGALLY LIABLE FOR ANY DAMAGE CAUSED BY INSTABILITY OF ANY PLANT MATERIALS. STAKING OF TREES OR SHRUBS, IF DESIRED OR REQUESTED BY THE LANDSCAPE DESIGNER SHALL BE DONE UTILIZING A METHOD AGREED UPON BY LANDSCAPE DESIGNER. 7. LANDSCAPE CONTRACTOR SHALL DISPOSE OF STUMPS AND MAJOR ROOTS OF ALL PLANTS TO BE REMOVED. ANY DEPRESSIONS CAUSED BY REMOVAL OPERATIONS SHALL BE FILLED WITH FERTILE, FRIABLE SOIL, PLACED AND COMPACTED SO AS TO RE-ESTABLISH PROPER GRADE FOR NEW PLANTINGS AND/OR LAWN AREAS. FINISH GRADE BEFORE PLANTING SHALL BE t3" BELOW FINISH SURFACE OF ADJACENT PAVING OR TOP OF ADJACENT CURBS. 8. SOD TO EDGE OF EXISTING TREES, SOD LINE TO BE SMOOTH MANICURED LINE. 9. ALL EXISTING TREES THAT ARE TO REMAIN ARE TO BE PROTECTED. NO FILL MATERIAL OR USE OF HEAVY EQUIPMENT AROUND EXISTING TREES IS ALLOWED. EXIST. TREES ARE TO BE PROTECTED BY A WOOD BARRICADE ERECTED NO CLOSER THAN THE DRIPLINE OF THE TREE. 10. ALL EXISTING PLANT MATERIAL IS TO REMAIN UNLESS OTHERWISE NOTED ON THE TREE REMOVAL PLAN ON SHEET C-2. 11. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR TESTING PROJECT SOIL. THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE SOILS ON-SITE ARE ACCEPTABLE FOR PROPER GROWTH OF THE PROPOSED PLANT MATERIAL. SHOULD THE CONTRACTOR FIND POOR SOIL CONDITIONS, THE OWNER AND LANDSCAPE DESIGNER MUST BE CONSULTED PRIOR TO PLANTING. 12. ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR ON SITE BEFORE CONSTRUCTION BEGINS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE DESIGNER. 13. ALL PROPOSED TREES TO BE INSTALLED EITHER ENTIRELY IN OR ENTIRELY OF PLANTING BEDS. PLANTING BEDLINES ARE NOT TO BE OBSTRUCTED, SMOOTH AND FLOWING. 14. LANDSCAPE CONTRACTOR SHALL REVIEW ARCHITECTUAL/ENGINEERING PLANS TO BECOME THROUGHLY FAMILIAR WITH SURFACE AND SUB -SURFACE UTILITIES. 15. LANDSCAPE CONTRACTOR SHALL CO-ORDINATE WITH THE LIGHTING AND IRRIGATION CONTRACTOR REGARDING TIMING OF THE INSTALLATION OF PLANT MATERIAL. 16. EVERY POSSIBLE SAFEGUARD SHALL BE TAKEN TO PROTECT BUILDING SURFACES, EQUIPMENT AND FURNISHINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSON OR PROPERTY WHICH MAY OCCUR AS A RESULT OF HIS NEGLIGENCE IN THE EXECUTION OF THE WORK. 17. PROVIDE PRE -MIXED PLANT MATERIAL FOR USE IN ANNUAL BEDS CONSISTING OF 70% COARSE PINE BARK, 20% PEAT & 10% PERLITE. CORR RW ... _................ . INDIAN H AWTH OR N (TYP) f E RIX% is w :a,n<�i.� a.*, MIft %fvaw,. Kw, 94.2A y;;I:rtw -.Ur X111", _..... .. _..... ............ LL.. _ ...... EXISTING TREES (TYP) X a1r fAAY �W M LANDSCAPE SCHEDULE II DRIP LINE NOTE: BARRIER MUST BE ERECTED PRIOR TO CONSTRUCTION QUANTITY COMMON NAME BOTANICAL NAME SIZE (*) SPACING 15 INDIAN HAWTHORN RAPHIOLEPSIS INDICA 30" HIGH 0 PLANTINGI(3 GAL. 30" O.C. 7 LAUREL OAK QUEACUS VIRGINIANA 3.5" CALIPER, 10 HIGH )@ PLANTING AS SHOWN C9 0 PODOCARPUS PODOCARPUS MACROPHYLLUS 30" HIGH ® PLANTING 3 GAL. 30" O.C. i CD N w J d C/7 WHY A BARRIER? 1. TO PROTECT ALL ABOVE GROUND PORTIONS 2. TO PROTECT SOIL NEAR TREE FROM COMPACTION 3. PROVIDES PHYSICAL AND MENTAL AWARE- NESS OF TREES' PRESENCE TO EQUIPMENT OPERATORS WHY IT WORKS 1. NO HEAVY EQUIPMENT ALLOWED INSIDE BARRIER, ONLY HAND LABOR 2. NO CONSTRUCTION MATERIALS OR TEMPORARY SOIL DEPOSITS ALLOWED INSIDE THIS AREA BY OBSERVING THESE TWO SIMPLE PRINCIPLES, A TREES' CHANCE FOR SURVIVAL IS GREATLY ENHANCED SPECIFICATIONS FOR WOOD BARRIER 1. MINIMUM RADIUS TO BE PROTECTED IS By Revision Comment ENTIRE DRIPLINE T 2. MINIMUM 3' IN HEIGHT 3' MIN. 1 3. UPRIGHTS- THE EQUIVALENT OF 2"x4" C__ LUMBER ON 6' MAXIMUM CENTERS 4. HORIZONTAL- THE EQUIVALENT OF TWO J COURSES OF 1/2" ROPING WITH YELLOW Sheet PLASTIC TAPE FLAGGING 5. BARRIERS TO BE ERECTED AROUND TREES -� TO REMAIN BEFORE CONSTRUCTION OR Q o NEARBY TREES ARE REMOVED 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION AND HEAVY O� EQUIPMENT IS OUT OF AREA TREE PROTECTION DETAIL # PARKING SPACES X 10 SF = 100 SF AMOUNT OF VEHICULAR AREA OVER 5,000 SF = 179 SF ADDITIONAL AREA = (179 SF/50 SF) X 1 SF = 104 SF TOTAL LANSCAPE AREA REQUIRED = 104 SF TOTAL LANDSCAPE AREA PROVIDED = 700 SF TOTAL INTERIOR TREES REQUIRED = 4 TOTAL INTERIOR TREES PROVIDED = 5 (EXISTING OAKS) TOTAL INTERIOR SHRUBS REQUIRED = (104 SF/10 SF) X 1 SHRUB = 11 TOTAL INTERIOR SHRUBS PROVIDED = 15 NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK GREGORY R. CRAWFORD, PE FL E #51335 DATF �J i✓ ENGINEERING & SITE PLAN N Rev # Date By Revision Comment 0 07/06/01 GRC GRC ISSUE FOR PERMIT/ CLIENT REVIEW PER CITY COMMENTS 1 11/05/01 A C__ 1"= 20' Date: J a2 C7 CM C_ Cn 0 Cn CD CM U 0 U 0 Cl CD q`7 Q CD Q CD CID a� 7F c.a _O N M 0 _Q CL 0 CD co ccs c 0 CD a i= U O w CD U Cn p co r- �L 0 c Q 0 L3 W a� Cn Q� U c Q a CD C Cn Cu C) 06 c CD C CD C Lu T CD 0 N 0 C) 0 By/Checked By: CARD/GRC z CM 01-043.00 Scale: A C__ 1"= 20' Date: J JUNE, 2001 Sheet Name: cos -� -� Q o of 12 CD CD = `L O� z - C }+Q C13c �' _ cn � U C:> � c � LP7 cru � z 44 Q w J rn CO Lo O N T --- `` c? N O � Cf) ~ N co LL_ -` LL_ O Co r-- N 0 �. u- T ~ � + a C? O O x CD CDN M m p Y o CZ i= U O w CD U Cn p co r- �L 0 c Q 0 L3 W a� Cn Q� U c Q a CD C Cn Cu C) 06 c CD C CD C Lu T CD 0 N 0 C) 0 By/Checked By: CARD/GRC Project No.: 01-043.00 Scale: A LP7 1"= 20' Date: JUNE, 2001 Sheet Name: cos Sheet No.: 7 of 12 O� � LP7 cru e �-y 44 w Drawn By/Checked By: CARD/GRC Project No.: 01-043.00 Scale: 1"= 20' Date: JUNE, 2001 Sheet Name: cos Sheet No.: 7 of 12 1" IRR. METER 1 RPZ BACKFLOW PREVENTER 1" TEE 2 —1" CONTROL VALVES 1" P.E. IRR. LINE (TYP) 4 K w n•n SPRINKLER HEAD (TYP) RELOCA'T'ED OFFICE BUILDING 1,920 SF VELM B'ELM ti B'O. (T so. Pu. III lea 1" CAP CURB v + t SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR SCHEDULE 80 PVC PIPE AND FITTINGS METER BOX AND LID TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE - 4" TO 6" PRESSURE VACUUM BREAKER OR REDUCED PRESSURE DEVICE (NOT REQUIRED WHERE RECLAIMED WATER IS UTILIZED) UNION 12" TO 30" ABOVE GRADE I FINISHED GRADE 7 METER CURB STOP fSERVICE LINE APPLIES ONLY IF IRRIGATION METER HAS SEPARATE TAP TO MAIN. IN MOST CASES CORP. STOP THE IRRIGATION METER WILL BE PARALLEL TO THE HOUSE METER AND OFF OF THE DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE BADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF PURPLE EXTERIOR ENAMEL 4. DEVICE SHALL BE 12 INCHES (MINIMUM) ABOVE HIGHEST OUTLET. IRRIGATION METER PRESSURE VACUUM BREAKER OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 502 NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK GREGORY R. CRAWFORD, PE F REG. #51_3355 DATE pv ENGINEERING & SITE PLAN 0 N _n iL J Q U I Rev # Date SINN ww4=. 0 07/06/01 GRC ISSUE FOR PERMIT/ CLIENT REVIEW 1 1 GRC PER CITY COMMENTS Date: S' NA. N:dAs:S:fJi£ W. "" P. n7 1 O Sheet Name: Co i "MW CL) 8 0 co r— C\J• CD CD w -11 _ Cnc M cn l '` :... ,. .. _ _..::`......... C N Cl) 0 » ................ .. :........ ........ : _.... ............ .....:...... . L1_ o� � FULTON STREET............................., ........... e� i »,c�,•n v x;+ �� 1 �./�,� ...f2 F` � a%�' s.s i� .. wx:i• •ware rrx: r� ... ...... _.... ..... 1y � .. ..... ....... . Vii:» .... CONNECT 1" P.E. IRR LINE TO EXISTING WATER MAIN "H.=`"tr f ..• — — — —T — P • CO. ; 4AC 91X 12 -ELM 1 " CAP 1" IRR. METER 1 RPZ BACKFLOW PREVENTER 1" TEE 2 —1" CONTROL VALVES 1" P.E. IRR. LINE (TYP) 4 K w n•n SPRINKLER HEAD (TYP) RELOCA'T'ED OFFICE BUILDING 1,920 SF VELM B'ELM ti B'O. (T so. Pu. III lea 1" CAP CURB v + t SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR SCHEDULE 80 PVC PIPE AND FITTINGS METER BOX AND LID TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE - 4" TO 6" PRESSURE VACUUM BREAKER OR REDUCED PRESSURE DEVICE (NOT REQUIRED WHERE RECLAIMED WATER IS UTILIZED) UNION 12" TO 30" ABOVE GRADE I FINISHED GRADE 7 METER CURB STOP fSERVICE LINE APPLIES ONLY IF IRRIGATION METER HAS SEPARATE TAP TO MAIN. IN MOST CASES CORP. STOP THE IRRIGATION METER WILL BE PARALLEL TO THE HOUSE METER AND OFF OF THE DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE BADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF PURPLE EXTERIOR ENAMEL 4. DEVICE SHALL BE 12 INCHES (MINIMUM) ABOVE HIGHEST OUTLET. IRRIGATION METER PRESSURE VACUUM BREAKER OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 502 NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK GREGORY R. CRAWFORD, PE F REG. #51_3355 DATE pv ENGINEERING & SITE PLAN 0 N _n iL J Q U I Rev # Date By Revision Comment 0 07/06/01 GRC ISSUE FOR PERMIT/ CLIENT REVIEW 1 11/05/01 GRC PER CITY COMMENTS Date: 1 O Sheet O a 47 Cn c as E Cz `o Cn CD C CC U C O U 0 Q -10 CU CCS M- OL OL d_ O w Cn 0 as 0 Cn C a) I` U O _o a� U) w a� Cn .c a`a 0 s✓ c� CM Q O U N N CD Cn O U Q 0 U3 C .0 CD a 06 CM c Q� S` of w T 0 O N t T tM O U � By: Z Nco 01-043.00 Scale: P?IC 1"= 20' Date: 1 O Sheet Name: Co col M c� C LL CL) 8 0 co r— C\J• CD CD a' c _ Cnc M cn • C O C N Cl) 0 -� U w r a a: L1_ a7 p �e e✓ By: CADD/GRC Nco 01-043.00 Scale: P?IC 1"= 20' Date: 1 O Sheet Name: V1 col M c� C LL No.: 8 0 co r— C\J• CD E _ O w O O � • C O C N Cl) -� C=0 O'e w r a a: o� � p �e e✓ By: CADD/GRC Project No.: 01-043.00 Scale: 1"= 20' Date: 1 JUNE, 2001 Sheet Name: col u No.: 8 of 12 E _ C 0 -� a: e� rDra7wny/Checked By: CADD/GRC Project No.: 01-043.00 Scale: 1"= 20' Date: JUNE, 2001 Sheet Name: col Sheet No.: 8 of 12 NOTES: 5"R. A. EACH PARKING SPACE MUST BE 1. ALL LETTERS ARE 1" SERIES. CONSPICOUSLY OUTLINED IN BLUE PAINT. THE BLUE LINES MUST BE 4 WIDE AND POSITIONED 2. TOP PORTION OF SIGN SHALL HAVE A 2" INSIDE THE STANDARD 4" WHITE LINES ON REFLECTORIZED BLUE BACKGROUND WITH WHITE EACH SIDE. REFLECTORIZED LEGEND & BORDER. B. EACH PARKING SPACE MUST BE POSTED AND 3. BOTTOM PORTION OF SIGN SHALL HAVE A MAINTAINED WITH A PERMANENT ABOVE -GRADE REFLECTORIZED WHITE BACKGROUND WITH BLOCK SIGN BEARING THE INTERNATIONAL SYMBOL OF OPAQUE LEGEND & BORDER ACCESSIBILITY OR THE CAPTION "PARKING BY 4. LETTERS AND NUMBERS ON SIGN SHALL HAVE DISABLED PERMIT ONLY OR BEARING BOTH SUCH SIGNS AWIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND lea 3" 6" 3" RAISED CONCRETE WALK FTP -55 SURFACE REPLACEMENT TO BE CONSISTENT CONCRETE FLUSH WITH WITH EXISTING MATERIAL AND OF EQUAL PROPOSED PARKING THICKNESS BUT IN NO CASE LESS THAN 2" " SES TOTAL ASPHALT THICKNESS. SERIES 2 5 0 FI N u 1:1 AND A STROKE WIDTH -TO -HEIGHT RATIO o• Di C. IF A SIGN BEARING THE INTERNATIONAL BETWEEN 1:5 AND 1:10. I _ SYMBOL OF ACCESSIBILTY IS SELECTED, IT MUST OF PARKING SPACE SERIES c CITY ORDINANCE UP TRENCH WIDTH w + 4' EXIST. ASPHALTIC CONCRETE SUR C BE 18" HX18" W AND HAVE A REFLECTIVE BLUE 5. SIGNS SHALL NOT BE OBSCURED BY A �s• 3211 T SURFACE REPLACEMENT VEHICLE PARKED IN THE SPACE. 12:1 MAX } BACKGROUND WITH A REFLECTIVE WHITE NOTE: SYMBOL SHALL BE PAINTED WHEELCHAIR EMBLEM AND BORDER. WITH WHITE THERMOPLASTIC TRAFFIC 1/2" BORDER, 1 -1/2" RADII 6. HANDICAPPED PARKING SPACE SIZE, STRIPING PAINT WITHIN OUTLINE SHOWN. ; , L & SIGNAGE SHALL BE IN ACCORDANCE WITH ALL „ D. IF A SIGN BEARING THE WORDS PARKING BYa APPLICABLE CITY, STATE, & FEDERAL HANDICAPPED r DISABLED PERMIT ONLY" IS SELECTED, IT MUST REGULATIONS, g g z f TRENCH REPLACEMENT BASE BE 12" HX18" W. THE LETTERS MUST BE BLACK SYMBOL DETAIL "� WIDTH A E MATERIAL TO EQ AND AT LEAST 1.5" IN HEIGHT ON A REFLECTIVE Ra1" LIMEROCK OR PUG MIX, E WHITE BACKGROUND WITH A BLACK BORDER. " - CENTER OF SPACE i E. POSTS FOR HANDICAPPED PARKING SIGNS INTERNATIONAL HANDICAP r HANDICAPPED SIGN I R SYMBOL MUST PROVIDE AT LEAST 7' CLEARANCE (FROMI I v THE BOTTOM OF THE SIGN TO THE PAVEMENT) PARKING BY �� ° 5' 1UTILITY PIPE C _ a TO ENHANCE VISABILITY AND TO ENSURE THAT R=1-1/2" DISABLED 12 12VC WHITE REFLECTORIZED PEDESTRIANS CAN WALK UNDERNEATH WITHOUT PERMIT 2' v L VARIES - Cr RISK OF INJURY... ONLY TRENCH WALL BACKGROUND W/1 SERIES .. F, THE PAINTED EMBLEM OF A WHEELCHAIR ON 'C' BLUE REFLECTORIZED 1/z - $250 FINE " SURFACE JOINT TO BE MECHANICALLY SAW -CUT. THE PAVEMENT IS NOT A REQUIREMENT. LETTERING AND BORDER. CITY ORDINANCEWHEEL c HOWEVER, WHEN USED, THE SYMBOL SHALL BE STANDARD "HAT" '� 0 o`ta z 'Z' s' STOP a 3' TO 5' HIGH AND WHITE IN COLOR. CHANNEL STEEL POSTU.1 cc 2 UJ G. FUTHER, LOCAL ORDINANCE REQUIRES THAT A FINISH GRADE a in WASH SIGN WITH A REFLECTIVE BLUE BACK-GROUNDa AND REFLECTIVE WHITE LETTERING READING (SEE GORE AREA AREA NOTES. DETAIL TO RIGHT), BE ATTACHED TO EACH CONCRETE FOOTING ► S`T1RIPES W/ 2 WHITE SYMBOL SEE 1. BACKFILL SHALL BE PLACED IN 6" LAYERS FROM BENEATH THE HAUNCHES PERMANENT ABOVE -GRADE SIGN INDICATING A _i 18" SPACING) DETAIL THIS OF THE PIPE TO THE BASE AND COMPACTED TO 98% DENSITY RESTRICTED PARKING SPACE. THIS SIGN SHALL 1'R SHEET AASHTO T-180 MODIFIED PROCTER. BE 4" HX12" W. THE LETTERING SHALL BE 1 2. BASE MATERIALS TO BE PLACED IN TWO OR THREE LAYERS ROLLED AND U 1/4" IN HEIGHT. THE SIGN SHOULD BE PLACED TAMPED TO ABOVE SPECIFIED DENSITY. 'NO MORE THAN 4" BELOW THE HANDICAPPED PARKING SIGN. b �, CONCRETE FOOTING Cn THE ABOVE SPECIFICATIONS HAVE BEEN REVIEWED PLAN VIEW 121-4" �2� m m e 0 AND APPROVED BY THE DEPARTMENT OF HANDICAPPED a TRANSPORTATION. SIGN DETAIL * CONTRACTOR SHALL COORDINATE THE FINE AMOUNT WITH THE HANDICAPPED SPACE PARKING SPACE o APPROPRIATE GOVERNING AGENCY PRIOR TO ORDERING. STRIPING DETAIL STRIPING DETAIL O d 1 e Q HANDICAP PARKING DETAIL HANDICAP RAMP DETAIL STANDARD ROADWAY OPEN CUT DETAIL NO SCALE NO SCALE NO SCALE E U Q 'Q isiU] OJ Q 4" MIN, 18" WIDE YELLOW 0 45' 5" MAX. 2"R. (TYP.) 10' O.C. (TYP) NO. 4 BAR 18" LONG �Q0 Anchor Bales With 2 - 2" x 2" x 4' s (TYP. 2 PLACES) 4000 PSI CONC. �� Sidewalk Stakes Per Bale. .L 33 rR pen w iser O Apra Ditch ❑ Ditch "' W Curb & Gutter Curb & Gutter .,� Q j PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET 8" MIN. / 9" MAX. 6" DOUBLE YELLOW W-O c "LONG PROTECTION AROUND INLETS OR SIMILAR STRUCTURESCi a CD } t 06 4 WHEEL STOP DETAIL 5 PAINTED TRAFFIC SEPARATOR DETAIL 0 NO SCALE NO SCALE •cn c LU 1_: 0 0 6" CONCRETE CURB TYPE A OR B FENCE JOINT SEALER A (TYPE 'D') OPTIONAL POST NOTE: BALES TO BE STAKED AT THE POSITIONS ¢ (CANTED PRINCIPLE20'TOWARDST TIFLOW) o oI DIRECTION OF THE ENGINEER. v ca `—LOOSE SOIL PLACED BY SHOVEL AND ? -,, SILT FLOW LIGHTLY COMPACTED ALONG UPSTREAM v 4 , A. FACE OF BALES. FILTER FABRIC NATIVE BACKFILL r �BALES BACKED BY FENCE ---SILT FLOW 12" _ b POST (OPTIONS: 2" X 4" OR I NOTE: SPACING FOR TYPE III FENCE TO BE IN C WOOD; STEEL MIN. DIA., FILTER FABRIC (IN SECTION ACCORDANCE WITH PLAN SHEET C- 1.33 LBS/FT. MIN.) 6' MAX. CONFORMANCE WITH W o0 SEC. 985 FDOT SPEC.) ENGINEERING & SITE PLAN ® % 4 3/06/02 GRC PER CITY COMMENTS 0 z_ SEE SHEET C10 FOR PAVEMENT SECTION INFORMATION 1v NOT VALID FOR CONSTRUCTION r UNLESS SIG ED IN THIS BLOCK ELEVATION - FDOT TYPE II SILT FENCE GREG011f R. CRAWFORD, PE . fill 7 TYPE "D" CURB DETAIL FDOT INDEX NO. 300) 8 EROSION CONTROL DETAIL FL RE #5 335 NO SCALEDATE CIV NO SCALE NO SCALE Rev # Date n 4l NOW] CNEWPON 07/06/01 I rAi V ISSUE FOR PERMIT/ CLIENT REVIEW 1 lea 3" 6" 3" RAISED CONCRETE WALK FTP -55 SURFACE REPLACEMENT TO BE CONSISTENT CONCRETE FLUSH WITH WITH EXISTING MATERIAL AND OF EQUAL PROPOSED PARKING THICKNESS BUT IN NO CASE LESS THAN 2" " SES TOTAL ASPHALT THICKNESS. SERIES 2 5 0 FI N u 1:1 AND A STROKE WIDTH -TO -HEIGHT RATIO o• Di C. IF A SIGN BEARING THE INTERNATIONAL BETWEEN 1:5 AND 1:10. I _ SYMBOL OF ACCESSIBILTY IS SELECTED, IT MUST OF PARKING SPACE SERIES c CITY ORDINANCE UP TRENCH WIDTH w + 4' EXIST. ASPHALTIC CONCRETE SUR C BE 18" HX18" W AND HAVE A REFLECTIVE BLUE 5. SIGNS SHALL NOT BE OBSCURED BY A �s• 3211 T SURFACE REPLACEMENT VEHICLE PARKED IN THE SPACE. 12:1 MAX } BACKGROUND WITH A REFLECTIVE WHITE NOTE: SYMBOL SHALL BE PAINTED WHEELCHAIR EMBLEM AND BORDER. WITH WHITE THERMOPLASTIC TRAFFIC 1/2" BORDER, 1 -1/2" RADII 6. HANDICAPPED PARKING SPACE SIZE, STRIPING PAINT WITHIN OUTLINE SHOWN. ; , L & SIGNAGE SHALL BE IN ACCORDANCE WITH ALL „ D. IF A SIGN BEARING THE WORDS PARKING BYa APPLICABLE CITY, STATE, & FEDERAL HANDICAPPED r DISABLED PERMIT ONLY" IS SELECTED, IT MUST REGULATIONS, g g z f TRENCH REPLACEMENT BASE BE 12" HX18" W. THE LETTERS MUST BE BLACK SYMBOL DETAIL "� WIDTH A E MATERIAL TO EQ AND AT LEAST 1.5" IN HEIGHT ON A REFLECTIVE Ra1" LIMEROCK OR PUG MIX, E WHITE BACKGROUND WITH A BLACK BORDER. " - CENTER OF SPACE i E. POSTS FOR HANDICAPPED PARKING SIGNS INTERNATIONAL HANDICAP r HANDICAPPED SIGN I R SYMBOL MUST PROVIDE AT LEAST 7' CLEARANCE (FROMI I v THE BOTTOM OF THE SIGN TO THE PAVEMENT) PARKING BY �� ° 5' 1UTILITY PIPE C _ a TO ENHANCE VISABILITY AND TO ENSURE THAT R=1-1/2" DISABLED 12 12VC WHITE REFLECTORIZED PEDESTRIANS CAN WALK UNDERNEATH WITHOUT PERMIT 2' v L VARIES - Cr RISK OF INJURY... ONLY TRENCH WALL BACKGROUND W/1 SERIES .. F, THE PAINTED EMBLEM OF A WHEELCHAIR ON 'C' BLUE REFLECTORIZED 1/z - $250 FINE " SURFACE JOINT TO BE MECHANICALLY SAW -CUT. THE PAVEMENT IS NOT A REQUIREMENT. LETTERING AND BORDER. CITY ORDINANCEWHEEL c HOWEVER, WHEN USED, THE SYMBOL SHALL BE STANDARD "HAT" '� 0 o`ta z 'Z' s' STOP a 3' TO 5' HIGH AND WHITE IN COLOR. CHANNEL STEEL POSTU.1 cc 2 UJ G. FUTHER, LOCAL ORDINANCE REQUIRES THAT A FINISH GRADE a in WASH SIGN WITH A REFLECTIVE BLUE BACK-GROUNDa AND REFLECTIVE WHITE LETTERING READING (SEE GORE AREA AREA NOTES. DETAIL TO RIGHT), BE ATTACHED TO EACH CONCRETE FOOTING ► S`T1RIPES W/ 2 WHITE SYMBOL SEE 1. BACKFILL SHALL BE PLACED IN 6" LAYERS FROM BENEATH THE HAUNCHES PERMANENT ABOVE -GRADE SIGN INDICATING A _i 18" SPACING) DETAIL THIS OF THE PIPE TO THE BASE AND COMPACTED TO 98% DENSITY RESTRICTED PARKING SPACE. THIS SIGN SHALL 1'R SHEET AASHTO T-180 MODIFIED PROCTER. BE 4" HX12" W. THE LETTERING SHALL BE 1 2. BASE MATERIALS TO BE PLACED IN TWO OR THREE LAYERS ROLLED AND U 1/4" IN HEIGHT. THE SIGN SHOULD BE PLACED TAMPED TO ABOVE SPECIFIED DENSITY. 'NO MORE THAN 4" BELOW THE HANDICAPPED PARKING SIGN. b �, CONCRETE FOOTING Cn THE ABOVE SPECIFICATIONS HAVE BEEN REVIEWED PLAN VIEW 121-4" �2� m m e 0 AND APPROVED BY THE DEPARTMENT OF HANDICAPPED a TRANSPORTATION. SIGN DETAIL * CONTRACTOR SHALL COORDINATE THE FINE AMOUNT WITH THE HANDICAPPED SPACE PARKING SPACE o APPROPRIATE GOVERNING AGENCY PRIOR TO ORDERING. STRIPING DETAIL STRIPING DETAIL O d 1 e Q HANDICAP PARKING DETAIL HANDICAP RAMP DETAIL STANDARD ROADWAY OPEN CUT DETAIL NO SCALE NO SCALE NO SCALE E U Q 'Q isiU] OJ Q 4" MIN, 18" WIDE YELLOW 0 45' 5" MAX. 2"R. (TYP.) 10' O.C. (TYP) NO. 4 BAR 18" LONG �Q0 Anchor Bales With 2 - 2" x 2" x 4' s (TYP. 2 PLACES) 4000 PSI CONC. �� Sidewalk Stakes Per Bale. .L 33 rR pen w iser O Apra Ditch ❑ Ditch "' W Curb & Gutter Curb & Gutter .,� Q j PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET 8" MIN. / 9" MAX. 6" DOUBLE YELLOW W-O c "LONG PROTECTION AROUND INLETS OR SIMILAR STRUCTURESCi a CD } t 06 4 WHEEL STOP DETAIL 5 PAINTED TRAFFIC SEPARATOR DETAIL 0 NO SCALE NO SCALE •cn c LU 1_: 0 0 6" CONCRETE CURB TYPE A OR B FENCE JOINT SEALER A (TYPE 'D') OPTIONAL POST NOTE: BALES TO BE STAKED AT THE POSITIONS ¢ (CANTED PRINCIPLE20'TOWARDST TIFLOW) o oI DIRECTION OF THE ENGINEER. v ca `—LOOSE SOIL PLACED BY SHOVEL AND ? -,, SILT FLOW LIGHTLY COMPACTED ALONG UPSTREAM v 4 , A. FACE OF BALES. FILTER FABRIC NATIVE BACKFILL r �BALES BACKED BY FENCE ---SILT FLOW 12" _ b POST (OPTIONS: 2" X 4" OR I NOTE: SPACING FOR TYPE III FENCE TO BE IN C WOOD; STEEL MIN. DIA., FILTER FABRIC (IN SECTION ACCORDANCE WITH PLAN SHEET C- 1.33 LBS/FT. MIN.) 6' MAX. CONFORMANCE WITH W o0 SEC. 985 FDOT SPEC.) ENGINEERING & SITE PLAN ® % 4 3/06/02 GRC PER CITY COMMENTS 0 z_ SEE SHEET C10 FOR PAVEMENT SECTION INFORMATION 1v NOT VALID FOR CONSTRUCTION r UNLESS SIG ED IN THIS BLOCK ELEVATION - FDOT TYPE II SILT FENCE GREG011f R. CRAWFORD, PE . fill 7 TYPE "D" CURB DETAIL FDOT INDEX NO. 300) 8 EROSION CONTROL DETAIL FL RE #5 335 NO SCALEDATE CIV NO SCALE NO SCALE Rev # Date By Revision Comment 0 07/06/01 GRC ISSUE FOR PERMIT/ CLIENT REVIEW 1 11/05/01 GRC PER CITY COMMENTS 2 1/12/02 GRC PER CITY COMMENTS 3 2/23/02 GRC PER FDOT COMMENTS I i C=F) By/Checked-By: CADD/GRC Project No.: 01-043.00 Scale: N.T.S. J M o o Sheet CLQ u- < Ui No.: o Q' M co 1c: UJ I.� rn 1 CO ISI 0 o m� FEE" co -2 co s Q�CCO a I� TL�7 i Al e� 00 Ivo Q e co PHQ m� Drawn By/Checked-By: CADD/GRC Project No.: 01-043.00 Scale: N.T.S. Date: JUNE, 2001 Sheet Name: Sheet No.: of 1 CORPORATION MARK WITH WOOD CORPORATION Y—BRANCH STOP (1" MIN.) PAINTED IDENTI— STOP (1' MIN.) FITTING CAL COLOR & (1' x 3/4' WITH LOT NUM- x 3/4») WALK WIDTH VARIES (SEE PLAN) WALK WIDTH VARIES (SEE PLAN) BERS CURB STOP �+ CURB STOP YEA. z " " _ (SEE NOTE 3) W z 4 CONCRETE r2"CLR. 4 CONCRETE 2"CLR. #4 REBAR(CONTINUOUS) m SLOPE PER PLAN 1 SLOPE PER PLAN - - 5' MAX 3 ASPH. PVM'T Rcv `e PROPERTY UNE (i MIN.) (1 ®I MIN.) PROPERTY 6" COMPACTED BASE 6" COMPACTED BASE i UNE 95% AASHTO T-180 95% AASHTO T--180 6" 6" / SINGLE METER BOX AND INDIVIDUAL METER BOXES & WATER METER UP TO 2" WATER METERS UP TO 2" (BY CITY OF SANFORD) (BY CITY OF SANFORD) THICKENED EDGE RAISED CONCRETE WALK SINGLE SERVICE DOUBLE SERVICE NOTE: 4" THICK SIDEWALK W/LIGHT BROOM FINISH & TROWELED CONTINUOUS COLOR EDGE. ALL CONCRETE SIDEWALKS SHALL HAVE A CODED 14 GAUGE CORPORATION STOP INSULATED COPPER DOUBLE CHECK FULL 1/2" EXPANSION JOINT AT A do FITTING LOCATING WIRE VALVE (NORMALLY. OPEN) MAXIMUM DISTANCE OF 40 LINEAR FEET AND A SAW CUT OR FORMED DUMMY LOCATING WIRE ALONG WALK WIDTH VARIES (SEE PLAN) CONTRACTION JOINT AT EVENLY SPACED MAIN (SPLICE SERVICE INTERVALS NOT TO EXCEED 8 LINEAR FEET. WIRE TO MAIN WIRE #4 REBAR(CONTINUOUS) WITH WATERPROOF *4" CONCRE 2" CLR. CONNECTOR) - 30' - 45' SLOPE PER PLAN ASPH. PVM'T. YOKE BAR METER �- • ' ' ' ' \-AWWA TYPE CURB STOP EXPANSION JOINT CC THREADS TYPE" " 6" COMPACTED BACONTRACTION JT. SE /� WATER MAIN COPPER OR LCTS LE 6" /.6 / //. , y N '1r 1 4 95% AASHTO T-180 POLYETHYLENE r CONTRACTION JL " All. ;'•r' y+ i N SADDLE TUBING (1» MIN) *CONCRETE TO BE 6" THICK ',: ' r " NOTES: IN FRONT OF DUMPSTER CONTRACTION JT. :4 ,' • ' 4+ 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. THICKENED EDGE FLUSH CONCRETE WALK 4 ; • , •' 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. CONTRACTION JT. +�4'' " of 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED 1" WATERPROOF ELASTIC A'' 4' " APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A CAULK 1/2» ELASTIMETRIC EXPANSION JOINT 4 t, 7 a, • A , + 2 x Z x 18 ti , . STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE SAWCUT EXPANSION JT. , NUMBER OF THE LOT(S) TO BE SERVED, DEPTH = d" /4 MATERIAL 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING. -1" 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE +R BLUE COLORED CTS POLYETHYLENE TUBING. 1/2"' WATER -SERVICE CONNECTION DETAIL CONTRACTION JOINT EXPANSION JOINT CITY OF SANFORD 1999 FIG. 405 1SIDEWALK DETAILS .WATER SERVICE CONNECTION DETAIL � NO SCALE NO SCALE SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR DOUBLE CHECK OR 8» — — — — — — SCHEDULE BO PVC PIPE R REDUCED PRESSURE DEVICEcoNCRETE FOOTER 4" CAP BLOCK i AND FITTINGS Bff — AMFAB MODEL 900 -GG, METER BOX AND LID UNION UNION I , I 64 3/4" x 70" METAL 6' BOLLARDS TO BE FLUSH WITH I '° I GATES W/6 HINGES, YP. FINISHED GRADE. I I �, LATCH LATCH AND GATE STOP 3'-6" (SEE DETAIL 3'-6A I HARDWARE BY G.C. SHEET C2) m FIELD WELD WITH 2" SHUT OFF VALVE _ BOTTOM CLEARANCE. 12" TO 30" I (2) GATE STOPS W/ 9/16"x3" ABOVE HOLDERS SET CURB 4" TO 6" GRADE FINISHED I IN SLAB DRIVEWAY GRADE 00 I GRADE r. I I 8"x x16" p HOLLOW CONCRETE • REINFORCED W DUR—O—WALL\\\ 6" CONC. SLAB s• ''�, 6" CONC. PAD BLOCK W 8 2 I EVERY OTHER \ \ r I /� I COURSE TYP. //� SOLID BEHIND REINFORCED WITH (3,000 PSI CONCRETE) (TYP.) �'� 8" BLOCK BEHIND T.S. FLT g" ti 3,0 O PSI C�CTE) 5"� r 5" CORES IN FIRST 4 i ' • - — — ' % ' 16" TO BE FILLED 1'-6' METER WITH CONCRETE (TYP.) CONCRETE FOOTING SEE DETAIL BELOW � TS. 8"x8"x1/4" FILL W/CONC., CURB STOP BOLTED TO CONCRETE FOUNDATION, TRASH ENCLOSURE ELEVATION - SECTION TOP FLUSH W/CMU WALL (TYP.) SERVICE LINE \ 6" CURB ( SEE SITE PLAN ) +— 1` - d CORP. STOP a ; SLAB CONTROL �' ° ' 4 • DOUBLE STRAP SADDLE o JOINT, 4;• 4 4• ° #5 REBAR 0 32" O.C. Z a' .4 • : n'' ,, ,4 ' ° 4 & FILL CELL WITH CONCRETE z cn a ° 12'-0 DRILL HOLES IN WATER MAIN ¢ z � °. HOLD FOR DOOR OPENING p CONCRETE FOR STEEL TUBE IL o 4- GATE STOP HOLDERS (2) #4 REBAR 12" O.C. a as , 4 44. a ' ' SUPPLIED W/ GATE (TYP) 51 3 W n P ,° • 4. G a, —®I W Li W �Wz IL » NOTES: w cn ,.O 40 co 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL.GALVANIZED AND BRASS COMPONENTS. 4 ° 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS of BLACK �i CONCRETE FOOTING DETAIL EXTERIOR ENAMEL. #5 VERT. \REBAR N.T.S. 1 1 /4"x2"x8"LG. ENGINEERING & SITE PLAN F.B. ANCHOR AT DOMESTIC METER AND DOUBLE CHECK VALVE OR FILL W CONC. CONCRETE BLOCK REDUCED PRESSURE ZONE ASSEMBLY TS. 8"x8"xl /4" HINGE WELD NOT VALID FOR CONSTRUCTION CITY OF SANFORD 1999 FIG. 503 0 TS. 8x8 UNLESS SIGNED IN THIS BLOCK GREGO R. CRAWFORD, PE REDUCED PRESS RU E ZONE ASSEMBLY 4 DUMPSTER ENCLOSURE DETAIL REG• #51335 NO SCALE NO SCALE DATE Rev # Date By Revision Comment 0 07/06/01 GRC ISSUE FOR PERMIT/ CLIENT REVIEW 1 11/05/01 GRC PER CITY COMMENTS 2 1/12/02 GRC PER CITY COMMENTS 3 3/06/02 GRC PER CITY COMMENTS Drawn By/Checked By: CADD/GRC Project No.: a co N.T.S. Date: 7:2 o Sheet Name: 4� f 06 Lu 10 of 1 1301 Lu Q v -rJ co LL_ ,- 00 ® o CQ N co -mss 'L CO Cl Fl - J p O co co _S2 CD b I� b� c� q � � Ln o a� c CJ �1 un m� Drawn By/Checked By: CADD/GRC Project No.: 01-043.00 Scale: N.T.S. Date: JUNE, 2001 Sheet Name: Sheet No.: 10 of 1 d L Z� VARIES 5' 5' 6' VARIES 6' SOD WALK LAND, SOD SEED SOD 1/0 BUFFER & MULCH RELOCATED BUILDING 1-1/4 TYPE S—III (ON—SITE); 2 TYPE S-3 A (FDOT RIGHT—OF—WAY) ASPHALTIC CONC. COMPACTED R � TO 95% OF MARSHALL DESIGN DENSITY ON—SITE. TOP OF WALL EL: 16.0 TOP EL: 16.3 6 (ON—SITE); 8" (FDOT RIGHT—OF-WAY) ATOP EL: 15.0 LIMEROCK BASE (LBR 100) COMPACTED ELEV.= 16.3 EL: 14.3 _. . TO 98% MAXIMUM OBTAINABLE DRY DENSITY �� PER AASHTO T-180. .......... �• 10" (ON-SITE); 12" (FDOT RIGHT-OF-WAY) 4/1 f .5. C COMPACTED SUB -GRADE COMPACTED - - " TO 98% MAXIMUM OBTAINABLE DRY DENSITY MATCH PER AASHTO T-180, (MINIMUM LBR-35). EXISTING EXISTING GROUND GRADE EXISTING GROUND BOT. EL: 13.0 BOT. EL: 13.0 NOTE: 1. STABILIZATION UNDER PROPOSED CURBING SHALL BE TO A MINIMUM OF LBR OF 40. �-� A4CONTRACTOR SELF-SUPPORTING RETAIL ING 2. AS AN ALTERNATIVE, 6" OF CLASS 1 CONCRETE WALL ON GRADE FOR THE DRIVEWAY PAVEMENT WITHIN THE FDOT RIGHT-OF-WAY CAN BE USED INSTEAD OF A AND B ABOVE. 1 PAVEMENT SECTION 2 SECTION C -C 3 SECTION A -A NO SCALE NO SCALE NO SCALE VARIES TYP LOT W,YE WITH LINE 6 BRANCH SEWER MAIN 5' MAX. 44 SIZE VARIES ENDS• WYE WITH 6" BRANCH SERVICE CLEAN-OUT (SEE NOTE 2) 10' 20' 24' 20' 51 Am LANDSCAPE PARKING DRIVE PARKING WALK REMOVBLE PERMANENT PLUG (TYP) BUFFER SERVICE CLEAN-OUT PLUG VYP) �:, 1,11 (SEE NOTE 2) _ LOT RELOCATED LINE BUILDING TYPICAL LOCATION OF 2' 2' LOCATOR DEVICE R/W LINE 6" 45' WHEEL STOP BEND (TYP) R/W LINE SERVICE CLEAN-OUT PLAN (SEE NOTE 2) _ 1 MAX 10 FINISHED GRADE SLOPE TO , TERMINALEPTH AT EXISTING 1.0% MIN. (TYP) MATCH , R/W CONCRETE WALK EXISTING GRADE 6" PVC TERMINAL DEPTH t ) ROTATE SPRING LINE 6" PVC AS REQUIRED FOR TERMINAL DEPTH 30' (TYP.) SERVICE (3' MIN.) AS REQUIRED FOR (SEE NOTE 1) (TYP) SEWER MAIN B SERVICE (3' MIN.) O (TYP.) SINGLE DOUBLE SERVICE SERVICE PROFILE� NOTES: Q 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE 2. SERVICE CLEAN—OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTOR. 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT THE END OF EACH SERVICE STUB—OUT. 4. BE 16 INCHESS N D AMETER AS A MINIMUMS &NON—RESIDENTIAL SERVICES SHALL ENGINEERING Q SITE PLAN 5. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT TO TIDE STUBOUT ( IV FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL). FIG. 204 4 3/06/02 GRC PER CITY COMMENTS NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK GREGORY R. CRAWFORD, PE 4 SANITARY SEWER LATERAL DETAIL - CITY OF SANFORD 5 SECTION 13-13ATE FL EG. #51335 __* I &,--'D O SCALE NO SCALE rR7v# Date By Revision Comment 04% 0 07/06/01 GRC ISSUE FOR PERMIT/ CLIENT REVIEW 1 07/.14/01 GRC POND MODIFICATION 2 11/05/01 GRC PER CITY COMMENTS 3 1/12/02 GRC PER CITY COMMENTS a CJ) I� .� 1 Lu a.'> o W -+CD o PEI tl v� c::) ® qJ _ .! o� 0 COLID T CCQ MEMO �r ^ N d CID � _- � i a, _o • a � CD o 0 x N c ® ® o m C7 co _-.2 o a I� 1 PEI tl ® qJ _ .! Drawn By/Checked By: CADD/GRC Project No.: 01-043.00 Scale: N.T.S. Date: JUNE, 2001 Sheet Name: 1O Sheet No.: 11 of 1 4 WlM 'Jf Fz.4 .:' rAr':. SuzYn raF ,. ]FU LTON STREET .._-.................................................................... �! ..................................... A-" r... .. 'MS.K ' 6 V•� x't Xi 9 0,r• sxcrm s>»r, � I { I 0.6 0.6116 4 ads 0#1 ah a.15 0.18 6 0,.14 1119 128A' a s o#e oil 014 A 10-�66 066 61 0#4 a#s a a*4 a I; 015 Rig aleA0,#Oa$7a a a 6.6 a A5obadsAlA60dAAe41Aadsale0,#e 6� 1'660.'6 11'6a120.90. 0k0IN 1.11 08 i.t lb 1.1 I 0.17 a�610#2 41[5 69 (64 o.�2 oA2 ob 0,.9 o:k 1:� 47 1.110 1. 2118 A2 0:67 010 0#3 A7 0.23 0.�o 136 Al AS 0.13 DIM 1.67 1.116 1.#4 Lb 267 2.�0 AM � ASS 0.12 .5 0 1116 0,.5 0.#4{4 0, 6 a l 0, 7 1.15 l.�Ss 1. z 2.1 3V 9 ads o#3 1017 J6 1118 07 a�17 1111 03/2 [1 114 114 1.0 47 2119 3#s 6 AA Al 1�6 011 1015 0.20 1116 0.4M A3 0-6 1111 0,:6 1.& 111 1.1 6 0.66 011 0 9 010 0114 1#7 1+41 1.19 z�63 Z..6 3.+34 3.x/9 4.117 1i;3 RELOCATED 0.10 04 07 a113 031 A2 Ag 60, 1.62 1.113 1:b it 1..1 zb z-6 4.0 4�9 A OFFICE RIJ11.T)INC I 00..61 011 0#4 N 0,114 0,.13 114 A 1312 Al 112 1.& I.L 2.6 21 1 1 4 z15 abs 82 a#6 I k 0,1£/ A 1115 0,.17 6 ak I.& 1.117 A0 1.�6 2118 A 3#7 329 1}13 1,920 SF ?� 0.10 0.13 0#7 X112 0119 a�J6 a�18 a{�1 a�{/2 a�t7 1.{�3- 1.{112 1.}�2 } { } t 4{�16 a:66 0#i 160 162 o. a 193 1.11 1.32 1.54 1.63 217 279 178 100 a Ali 109 0#3 !h a112 1111 1434 afl4 a�6 ail, 0,.6 1.66 I#s 1.L 1.I6 2& 2.11 1445 162 I (LU 0:6 A Q#40.8 x1131.30A0130.17a6A 111 1'3 1 .41 lb z 114 0116 167 a 2 0.16 a 0. A A (1 03 166 1#1 11 1.#5 1.$4 111 114 a 166 �a�a Q#i 0#4 o#e I'D 0 afie 014 0 0,#a nni;w nU-o. �s lata d� 0#2 a#{4i: utll a els 3 0. 1.+f 1 a a*>3 015 0, 3 aha s' 1{{64 119 0.11 0.15 122 ads o32 6 0,+2 ata �3 A7 A ads A aha u U.11 15-0..16 - D I 115 11Y ON - - - 0 s0, k..tzr i'%0,4 �:A?, FlS1': GRE:rc "voila"i:G) a -... E hf 3GikwtYi?: �✓ <. '.0,A `A.7J / 4 N LEGAL DESCRIPTION: LOTS 4, 5, 6, AND 7, AND THE WEST 1/2 OF LOT 8, AND THE WEST 1/2 OF LOT 3, ALL IN BLOCK 1, TIER -8, E.R. TRAFFORD'S MAP THEREOF, PLAT BOOK 1, PAGES 56 THROUGH 64, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, TOGETHER WITH THAT CERTAIN FORMER 14 FOOT ALLEY LYING BETWEEN THE WEST 1/2 OF SAID LOT 3 (LESS EAST 14 FT. THEREOF) AND LOTS 4 AND 5 ON THE NORTH AND LOTS 6, 7 AND THE WEST 1/2 OF LOT 8 (LESS EAST 14 FT. THEREOF) ON THE SOUTH, WHICH SAID ALLEY WAS VACATED, CLOSED AND ABANDONED AS A PUBLIC ALLEY BY ORDINANCE NO. 556 OF THE CITY OF SANFORD, PASSED AND ADOPTED BY CITY COMMISSION OF CITY OF SANFORD JUNE 27, 1955. SUBJECT TO AN EASEMENT FOR UTILITIES OVER THE EAST 14 FT. OF THE WEST 1/2 OF LOT 8, BLOCK 1. TIER 8. CALCULATION SUMMARY - AREA NAME IDIMENSIONS 1GRID NAME AVE MAX I MIN I MAX MIN AVE MIN New Area 11/05/01 New Grid <+> 0.8 1 4.8 0.0 1 N/A I N/A LUMINAIRE SCHEDULE IYP SYMBOL DESCRIPTION LAMP ILUMENS MOUNTING BALLAST LLF QT` B © IMOLDCAST PCL-1-**-17(SMALL PARACYL) (1) 175mh 13500 0.70 2 SITE SMALL WALLPACK 86DEG C 0 NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK GREGOPY R. CRAWFORD, PE REG. #51335/ DATE (/V ENGINEERING & SITE PLAN Rev # Date By Revision Comment 0 07/06/01 GRC ISSUE FOR PERMIT/ CLIENT REVIEW 1 11/05/01 GRC PER CITY COMMENTS 1 Cz �_ }� J Cn K 70 N C� Q Q CADD/GRC Project No.: Q_ Q Scale: � CW 1 Cz �_ }� J Cn T oN 12 of 12 M E '- _O -� FMMO � Q C\1 O o, V 1 -C3 o cz Z3ti Q Q. p 0 N o LL-`n T L-0 Q o Q W r - o 0 c�) 77-71 V OCn L �, co O C) m�CD cm C./D `0 CD G C c- C- Qr J 0 U C:) .r moo/ o� O U LL C J _O Q 70 N C� Q Q 0 U O 0,D CDC Cn p Cn L 0 70 LC C - Qi a Q Q U W O? C/7 _W C3 Q a ,D Cr .Fn as a 06 m Lu T 0 0 N a Q O U CADD/GRC Project No.: 01-043.00 Scale: CW Date: T Lo }� a Sheet No.: T oN 12 of 12 '- _O FMMO � C\1 O Cn O V 1 -C7 «i L LL cz Z3ti Q Q. p 0 N o LL-`n T L-0 Q Q W r - o 0 c�) 77-71 V d O C) m�CD CO a� h� o u � -i Qr J 0 .r moo/ 0 U O 0,D CDC Cn p Cn L 0 70 LC C - Qi a Q Q U W O? C/7 _W C3 Q a ,D Cr .Fn as a 06 m Lu T 0 0 N a Q O U Drawn By/Checked By: CADD/GRC Project No.: 01-043.00 Scale: 1"= 20' Date: JUNE, 2001 0 1 L01 Sheet No.: 12 of 12 77-71 V d u e � moo/ o� Drawn By/Checked By: CADD/GRC Project No.: 01-043.00 Scale: 1"= 20' Date: JUNE, 2001 Sheet Name: 1 L01 Sheet No.: 12 of 12