The URL can be used to link to this page

Home My WebLink About100 Towne Center Blvd (fr main) 17-2175E "' CITY OF SANFORD' Y 0BUILDING2017 & FIRE PREVENTION ��- PERMIT APPLICATION �w Application No: =' Documented Construction Value: $ 8,740.00 Job Address: 100 Towne Center Blvd, Sanford, FL 32771 Historic District: Yes E] No ❑ Parcel ID: 29-19-30504-0000-0010 Residential ❑ Commercial V Type of Work: New 9 Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: main with DDCV, 8" PVC in building riser 1'. above finished floor and fittings. Plan Review Contact Person: Steve McLain Title: General Super. Phone: 352516-6388 Fax: N/A Email: LeeC estGenAGmail.com Property Owner Information Name: Sanford Towne 100DP LLC Phone: Street: 1401 Broad St _ __.. Resident of property?: City, State Zip: ,Clifton, Nr 07013 Contractor Information Name S• Lee LLC dba Lee Gest Phone: X407-421-0450 Street: 320 Gordon St. Ste, 100 Fax: N/A City, State Zip: ...Sanford,. FL 32771. State License No.: FPC 15-000099 Architect/Engineer Information Name Bohler Engineering Phone: 813-812-4100 Street: 3820 Northdale Blvd., Ste, 300E Fax: City, State Zip: Tampa, FL 33624 E-mail: Bonding Company: Mortgage Lender: Al Address: Address: _. WARNING TO OWNER: TO RECORD A NOTICE YOFAILURE, YOUR FAILUREOF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NO'T'ICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has M commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction, I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with tho date of application and the code in effect as of that date: 501 Edition (2014) Florida Building CoriS�- ) Revised: Jun 30, 2015 Penni Applicaticn -% L s T�. CONTACT INFORMATION CONS UL TAINT,13 ® ENGINEERING BOHLER ENGINEERING FL, LLC 3820 NORTHDALE BLVD, SUITE 300B TAMPA, FLORIDA 33624 ATTN: JAMES KELLEY, P.E. 0 BOUNDARY & TOPOGRAPHIC/ALTA SURVEY DEWBERRY 131 WEST KALEY STREET ORLANDO, FL 32806 (321)354-9826 DATED: 04/27/2017 ® GEOTECHNICAL ENGINEERING REPORT TERRACON CONSULTANTS, INC. 1675 LEE ROAD WINTER PARK, FL 32789 (407) 740-6110 DATED: 05/05/2017 4 LANDSCAPE ARCHITECT BOHLER ENGINEERING FL, LLC 3820 NORTHDALE BLVD, SUITE 300B TAMPA, FLORIDA 33624 ATTN: KYLE STEELE 4� ARCHITECT BDG ARCHITECTS 100 S ASHLEY DRIVE, SUITE 100 TAMPA, FL 33602 LEGAL DESCRIPTION 11VVII T 4 TEXAS ROADHOUSE 6040 DUTCHMANS LANE, SUITE 400 LOUISVILLE, KY 40205 (502) 426-9934 0 CITY OF SANFORD 300 N PARK AVE SANFORD, FL 32771 (407) 688-5140 0 ST. JOHNS RIVER V\1ATER MANAGEMENT DISTRICT 4049 REID STRFE"r PALAKA FL 32177 (386) 329-4500 (LOT 1, ACI INCOME FUND, PD, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 51, PAGES 99 AND 100 PUBLIC RECORDS OF SEMIINOLE COUNTY, FLORIDA. TOGETHER WITH APPURTENANT EASEMENT RIGHTS DECLARED, CREATED AND GRANTED PURSUANT TO THAT CERTAIN CONSTRUCTION, OPERATION AND RECIPROCAL EASEMENT AGREEMENT RECORDED AUGUST 24, 1994 IN OFFICIAL. RECORDS BOOK 2815, PAGE 636, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. PARCEL NO.: 29-19-30-504-0000-0010 -FT 70 + .,t : r,'� . - ,.., , •,+, i r Mfr s. i i, r l r.•E Y ,a d ^ A 1 J i a ..T 1 F 11'v y 1> � 1 M �c) � k , I G,. „1. .,. :.✓ ..,..:...>kl,.., ...:r .. �,;� ,, .., ,>.a�' .,�..tv.... k >•. n ..,..,.:... ,... �';1: .. '::9w, r. .�. , .,-e:'�r-. al1;s ., im FOR , Ar ML � 1, j,: , t I J,. n'r� I�� ,�' kr � I y � � ✓ V ya 1.� J1' '1 k',g�.' ti3�t .�•. � )�' ,I yd'I t �,. gtig}� :t, �t: �'' t� mimm ,fr L „ 100 TOWNE CENTER B SANFORD, 32771 ''`� S :.,'� e. l.an � s� ...v,`J"in rul"s �✓� �vfi t �� (9 � ��»� ray N ��ril' T � �` Y) w'�'.. SCALE.- 1" = 1,000', PREPARED PARI Y x xT, ' TMMVP All J, NORTHDALE3820 S I E 300 TAMPA, A Phone: (81 3) 812-4100 GENERAL NOTE: IT IS'THE RESPOW TILT'FY OF CONTRACiORTO REVIEW ALL OF THE DRAWINGS ANDSPFCIFICA'iIONS ASSOCIATED WI'FIT 'IHIS PROJECT J ( 1 �) 812-4101 WORK SCOPE PRIOR TO TIME INITIATION OF CONSTRUCTION SI'IOULD H IE CONTRACTOR FIND A CONFLICT WITII THE DOCUMENTS RELATIVE TO 11 IE SPECIFICATIONS OR APPLICABLE CODE' IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY TILE PROJECT ENGINEER OF RECORD IN �, WRITING PRIOR TO TI IE START OF CONSTRUCTION. FAILURE BY TI IE CONTRACTOR TO NOTIFY TIE PROJECT ENGINEER SI ALL CONSTITUTE -' r -' � � > ACCEPTANCE OF FULL RESPONSIBILI111 TY BY THE CON COMPLETE THE SCOPE OF THE WORK AS DEFINED BY E DRAWINGS AND IN . did -U L'ONFORIJ-N'-WI H OCALR=' L 10 S ND `ODE'. ��Irsra _ at,�ca N',1201711=Lr 170031\Ui;AWINGS\NL/\N SL 1 S\f Lf 17UO3ISUU.UWG PRI NIEU BY: AZIgNS 1129.17 @ 4: I U NPd LAS I SA`✓ED BY: AZIOIV F s} w hr s �a OFFICE %rc-N, p y Is a, vog- A\ml F SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-1 GENERAL NOTES C-2 SOIL EROSION CONTROL & DEMO I -..AN C-3 SITE LAYOUT- PLAN C-4 PAVING & GRADING PLAN C-'5 UTILITY PLAN {--- C-6 CONSTRUCTION DETAILS �i C-7 - C-8 ELECTRIC: FLORIDA POWER & LIGHT CONTACT: ERNESTO DOMINQUEZ (954) 581-3088 TELEPHONE AT&T - CONTACT: DINO FARRUGGIO (561)997-0240 GAS: FLORIDA PUBLIC UTILITIE=S CONTACT: GLEEN PENDLETON (386)747-8706 CABLE CHARTER COMMUNICATIONS CONTACT: MARVIN URSY (407) 532-8509 P� U v lU Ld ¢ I L O X a �I � COUL rH J —¢ L z 4 � LL F- J r=) rJ-! < C S V �t F� (n L1 _ - LL C� (D v Y) CG] d W U >R'UOuj �o r,� J OwWRzz zTrzLDE F- h' I— W = vWi rd' J Z � L J U) LOOwQ C m co L O Li w �' 6 -` fi M1 � w a C W W LU Lu Z aPj W WLLl O T o r � T Cl fY7 T [Y] Q cn C7 O re I'T1 n r `L O U S M•1 %- :! Cl >- W W O ti Lu Z O Fw-- T C) W T o u �:v) »ue d E a w O W W O �zmzzz 4 rn R?LI �ISIO_NS REV DATE__F_ — COMMENT BY 08/24/17 1 PERMIT COMMENTS I JRT �.h\l 09/06/'17 I PERMIT COMMENTS I JDA A KNOW WHAT'S BELOW ALVVAYS CALL 811 BEFORE YOU DOC It's fast. It's free. It's the law. www.callsuns[iirie.com PERMIT SET PROJECT No.: FLT170031 DRAWN BY: JRT CHECKED BY: JDK DATE: 6/22/2017 SCALE: N/A CAD I.D.: SDO fy PROJECT: LO(A'1 IUN 100 TOWNE CENTER BLVD SANFORD, FL 32771 CITY OF SANFORD I BOHLE'k I E N 0 H m E E a I N G 38-20 NO R'y HDALE BLVD., SUITE 3008 TAMPA, FLORIDA 33624 Rhode: (8'13) 812-4100 Fax: (813) 812-4101 FLORIDA BUSINESS CERT. OF AUTN. No. 30760 LANDSCAPE ARCHIFEC F BUSINESS LIC. No LC26000551 SHEET TITLE: COVER 'S"HEET SHEET NUMBER. c_I GENERAL NOTES - CONTRACTOR 13 RESPONSIBLE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINEDNTAIVED HEROIN. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE REQUIREMENTS. 1. "THE FOLLOWING DOCUMENTS ARE INCORPORATED BY REFERENCE AS PART OF THIS SITE PLAN: -ems- C 2(17. ECFS BY DEWBERRY" 4/27/ ) ® "SURVEY -BOUNDARY &-fOPOGRAPI-TIC SURVEY FOR BDG ARCHITECTS , ® "GEOTECHNICAL.REPORT - GEOTECHNICAL ENGINEERING REPORT BY TERRACON", 05/04/2017. ____� PRIOR TO THE START OF CONSTRUCTION, "THE CONTRACTOR MUST VERIFY THAT FIE/SHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE. "THIS IS CONTRACTOR'S RESPONSIBILITY. 2. ALL ACCESSIBLE (A/K/A ADA) PARKING SPACES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE RE STRINGENT OF THE REQUIREMENTS F THE "AMERICANS WTH DISABILITIES ACT" (ADA) CODE (42 U.S.C. �12101 et seq. AND 42 U.S.C. § 415' et seq.) OR "THE REQUIREMENTS OF THE JURISDICTION WHERE THE PROJECT IS TO BE CONSTRUCTED, AND ANY AND ALL ANIENDIMENTS TO BOTH WHICH ARE IN EFFECT WHEN TFIESE PLANS ARE COMPLETED. 3. PR11OR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL. BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS /AND OTHER DOCUMENTS REVIEWED AND APPROVED BY THE PERMITTING AUTHORITIES AND CONFIRMEDTHAT J n -I�r _SS R REQUIRED PERMITS AVE BEEN OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS OfV SITE AT ALL TIMES. 4. THE OWNER/CONTRACTOR MUST 3E FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OC'CUPANC'Y. 5. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPEC IACATLOINS AND CONDITIONS OF APPROVAL, AND ALL APPLICABLE REQUIREMENTS, RULES, REGULATIONS, STATUTORY REQUIREMENTS, CODES, LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. 6. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF TFIE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLANS AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL- TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER, IN WRITING, OF ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FURTHER WORK. 7. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO BOHLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO THE TIME OF PLAN PREPARATION. CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOHLER ENGINEERING, IN WRITING, IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK CONFLICTS WITH ANY OTHER SITE FEATURES. 8. ALL DIMENSIONS SHOWN ON THE PLANS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, IF ANY CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO CONTRACTOR GIVING ENGINEER WRITTEN NOTIFICATION OF SAME AND ENGINEER, THEREAFTER, PROVIDING CONTRACTOR WITH WRITTEN AUTHORIZATION "TO PROCEED WITH SUCH ADDITIONAL WORK. 9. CONTRACTOR MUST REFER 'TO THE ARCHITECTURAL/BUILDING PLANS "OF RECORD" FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT BUILDING UTILITY LOCATIONS. 10. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PLAN AND THE LATEST ARCHITECTURAL PLANS (INCLUDING, BUT NOT LIMITED "TO, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SUPPRESSION PLAN, WHERE APPLICABLE). CONTRACTOR MIDST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND SITE ENGINEER, IN WRITING, OF ANY CONFLICTS, DISCREPANCIES OR AMBIGUITIES WHICH EXIST. '11. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH -THE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL AUTHORITIES WHICH HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR. 12. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING, WHEN SHORING IS REQUIRED AND FOR INSTALLING ALL SHORING REQUIRED DURING EXCAVATION (TO BE PERFORNIED IN ACCORDANCE WI -FI -1 CURRENT OSHA STANDARDS) AND ANY ADDITIONAL_ PRECAUTIONS "TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY" AND CONTIGUOUS STRUCTURES AND PROPERTIES. 13. THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING APdY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR /AS PART OF THE FINAL CONDITION. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE, REMAIN, AND TO PROVIDE ASAFE WORK AREA FOR THIRD PARTIES, PEDE: 'FRIANS AND ANYONE INVOLVED WITH THE. PROJECT. '14. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE 1'-O ANY NEW OR EXISTING CONSTRUCTION OR PROPERTY DURING THE COURSE OF CONSTRUCTION, IY,ICLUDING BU T NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN, RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME, THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCIH CONSTRUCTION OR PROPERTY -TO A CONDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF 'FHE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE CODES, LAWS RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES, CONTRACTOR MUST BEAR ALL COSTS ASSOCIATED WITH SAME.. CONTRACTOR IS RESPONSIBLE r0 DOCUMENT ALL EXISTING DAMAGE AND TO NOTIFY THE OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION. 15. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NOTED ON THE PLANS, DETAILS AND/OR GEOTECHNICAL REPORT. '16. THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON "THESE PLANS, AND FOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE METHODS/MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 17. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY, THE ENGINEER OF RECORD HAS NOT BEEN RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SAFETY, SAME BEING WHOLLY OUTSIDE OF ENGINEER'S SERVICES AS RELATED TO THE PROJECT. THE ENGINEER OF RECORD IS NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME. 18. ALL CONTRACTORS MUST CARRY -THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITLES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS, ALL CONTRACTORS MUST FURNISH BOHLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF TFIE REQUIRED INSURANCE PRIOR TO COIAMENCING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER THE COMPLETION OF CONSTRUCTION, IN ADDITION, ALL CONTRACTORS WILL, -TO THE FULLEST EXTENT PERNIICTED UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND AGAINST ANY DAMAGES, INJURIES CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, "TORT DAMAGES, STATUTORY CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES CAUSES OF:: AC HUN, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO, REASONABLE ATTORNEY'S' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF -THE CONTRACTORS, ALL, CLAIMS BY THIRD PARTIES AND ALI_ CLAIMS RELATED TO THE PROJECT, Cof,!-IRACTOR MUS F NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION, SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER. 19. BOILER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED -TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION (MEANS AND/OR METHODS AND/OR TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER -TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER HAS NO RESPONSIBILITY OR LIABILITY FOR SAME - WILL BE CONDUCTED WITH REASONABLE PROMPTNESS HEREUNDER. BOI-ILER ENGINEERING'S SHOP DRAWING REVIEWU WHILE ALLOWING SUFFICIENT TIME TO PERMf ADEQUATE TE RmVIEW. REVIEW OFA � PECIFIC ITEM MUST NOTINDIC fETH AT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER ENGINEERING WILL NOT BE RESPONSIBLE FOR ANY DEVIATIONS FROM TETE CONSTRUCTION DOCUMENTS NOT PROMPTLY AND IMMEDIATELY BROUGHT "TU ITS ATTENTION, IN WRITING, BY THE CONTRACTOR. BOHLER ENGINEERING WILL NOT BE C - REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WI-IlCFI SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED. c` PRESENCE OF BOIIL ER ENGINEERING 20. NEITHER THE PROFESSIONAL ACTIVITIES OF BOILER ENGINEERING, NOR THE AND/OR ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH -THE CONTRACT DOCUMENTS AND COMPLIANCE ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. BOHLER ENGINEERING SHALL BE INDEMNIFIED BY THE GENERAL CONTRACTOR AND MUST BE NAMED AN ADDITIONAL INSURED UNDER -THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE IN NOTE 19 FOR JOB SITE SAFETY. 21. IF "THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN, WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE F_.NGII\LEER FOR SUCH DEVIATIONS, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN CORRECTING ANY WORK DONE WHICH DEVIATES FROM -THE PLANS, ALL FINES AND/OR PENAIL: HES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFRONI AND, FURTHER, SHALL DEFEND, IINDENINIFY AND HOLD H:A2017AFL'I"170031AL]RAWINGS\PLAN SETS\FLT17003-1SIJU.UWG hRINTrU L)Y: AZIONS 11,29 17 @ 4:10 PM LASP SAVED BY: AZIONS HARMLESS THE ENGINEER, TO THE FULLEST EXTENT PERMITTED UNDER THE LAW, IN ACCORDANCE WITH PARAGRAPH 19 HEREIN, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS, JUDGMENTS, PENALTIES AND THE LIKE RELATED "TO SAME. IS - PROTECTION h - 1 F TRAFFIC PLAN FOR ALL WORK THAT AFFECTS 22. CONTRACTOR I� RESPONSIBLE FOR MAINTENANCE AND O PUBLIC TRAVEL EITHER IN THE R.O.W. OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE. 23. ALL SIGNIN AND PAVEMENTSTRIPING MUSE CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES OR LOC ALLY APPROVED SUPPLEMENT. 24. ENGINEER IS NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM CONTRACTOR'S FAILURE "TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH TFE APPROVED PLANS. IF CONTRACTOR AND/OR OWNER FAIL BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH APPROVED PLANS, -THEY AGREE -TO JUIN-FLY AND SEVERALLY INDEMNIFY AND HOLD EI\ r_,INFER HARMLESS FOR ALL INJURIES AND DAMAGES "THAT ENGINEER SUFFERS AND GUSTS THAT ENGINEER INCURS. 25. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND RELATED DOCUMENTS, IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES DEPICTEDIGFED N THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND FOLD ENGINEER HARMLESS FORR ALL INJURIES AND DAMAGES C COSTS 'n ENGINEER SUFFERS AND COST THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. 26. ALL DIMENSIONS NJPf B_ TJ FACE OF CURB EDGE OF PAVEMENT, OR EDGE OF BUILDING, UNLESS NOTED OTHERWISE. 27. ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM 'TO APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, ORDINANCES, RULES AND CODES, AND ALL APPLICABLE OSHA REQUIREMENTS. 28. CONTRACTOR i\TVD OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND ACCORDANCE Wlfi-I MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TU JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE. . 29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON-SITE STORMWATER POLLUION PREVENTION PLAN (SWPPP) IN COMPLIANCE WITH H EPA REQUIREMENTS FOR SITES WHERE ONE (1) ACRE OR MORE (UNLESS THE LOCAL JURISDICTION REQUIRES FEWER) IS DISTURBED BY CONSTRUCTION ACTIVITIES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE. 30. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER, THE USE OF THE WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF "PROFESSIONAL OPINION" REGARDING THE INFORMATION WHICH IS "THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. ADA INSTRUCTIONS TO CONTRACT(DIR CONTRACTORS SHALL EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA (HANDICAP) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR "THE SITE. THESE COMPONENTS, AS CONSTRUCTED, MUST COMPLY WITH THE CURRENT ADA STANDARDS AND REGULATIONS' BARRIER FREE ACCESS AND ANY MODIFICATIONS, REVISIONS OR UPDATES TO SAME. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACE, PUBLIC TRANSPORTATION, PEDESTRIAN ACCESS, INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THESE ADA CODE REQUIREMENTS. THESE INCLUDE, BUT ARE NOT LIMITED TO THF- FOLLOWING: ® PARKING SPACES AND PARKING AISLES - SLOPE SHALT_ NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. o CURB RAMPS - SLOPE SHALL NOT EXCEED 1:12 (8.3%). LANDINGS SHALL BE PROVIDED AT EACH END OF RAMPS, MUST PROVIDE POSITIVE DRAINAGE, AND MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION. PATE! OF TRAVEL ALONG ACCESSIBLE ROUTE - MUST PROVIDE A 36 -INCH OR GREATER UNOBSTRUCTED WIDTH OF TRAVEL (CAP, OVERHANGS AND/OR HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTI-I). THE SLOPE MUST BE NO GREATER THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL, AND MUST NOT EXCEED 1:50 (2.01/0) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN '1:20 (5.0%), ADA RAMP REQUIREMENTS MIDST BE ADHERED TO. A MAXIMUM SLOPE OF 1:12 (8.3%), FOR A MAXIMUM RISE OF 2.5 FEET (30 INCHES), SHALL BE PROVIDED. THE RAMP MUST HAVE ADA HAND RAILS AND 60" W BY 60" L LANDINGS ON EACH END THAT ARE CROSS SLOPED NO MORE THAN 1:50 (2.0%) IN ANY DIRECTION FOR POSITIVE DRAINAGE. DOORWAYS - MUST HAVE A "LEVEL" LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE_. THIS LANDING AREA MUST BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE PERMITTED BY ADA STANDARDS FOR ALTERNATIVE DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A1'17.1-2009 AND OTHER REFERENCED INCORPORATED BY COD.) o WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PLAN. NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES. "THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS, IN WRITING, BEFORE �• COMMENCEMENT OF WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE REGULATIONS AND THE ADA REQUIREMENTS. o THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY NON-CONFORMANCE IS OBSERVED OR EXISTS, CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TO POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND REPLACE NON -CONFORMING CONCRETE. IT IS STRONGLY RECOMMENDED THAT "THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 1.11 111N 1 ER I '10P NOTES: 1. 'THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY: (SURVEY r,Ut JNDAii C� T'OPO�f:/\PHIrS URVEY FORD BD AR HITECT" BY DEWBERRY DATED 4/27/2017 S 2. CONTRACTOR SHALL PERFORM ALL, WORK IN ACCORDANCE WITH THE REQUIREMENTS OF -THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SANVIE. 3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL_, OR OTHER RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR ANYTHING- RELATED TO SANTE. 4. THE DEMOLITION PLAN IS INTENDED -TO PROVIDE GENERAL INFORMATION, ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. "THE CONTRACTOR MUST ALSO REVIEW T FIE OTFIF_R SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS. 5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THEFACC URACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF THE CONTRACTOR OR "THIRD PARTIES IN PERFORMING THE WORK ON THIS PROJECT, 'VVITH BOHLER ENGINEERING, IN WRITING, AND RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO -THE INITIATION OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, Sl -ATE AND LOCAL. REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES. 6. PRIOR TO STARTING ANY DEMOLITION, CON TRACTOR IS RESPONSIBLE FOR/TO: A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK AND DEMOLITION WORK. GENERAL GRADING & UTILITY NOTES 1. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE AND MUST BE INDEPENDENTLY CONFIRMED WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION, SANITARY SEWER AND ALL OTHER UTILITY SERVICE CONNECTION POINTS MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR IN THE FIELD PRIOR TU THE COMMENCEMENT OF CONSTRUCTION. ALL DISCREPANCIES MUST IMMEDIATELY BE REPORTED, IN WRITING, TO THE ENGINEER. CONSTRUCTION MUST COMMENCE BEGINNING AT THE LOWEST INVERT (POINT OF CONNECTION) AND PROGRESS UP GRADIENT. PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND UTILITIES SHALL BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. C 2. CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING,B f U N JT LIMITED TO, GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. "THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION, AT NO COST TO THE OWNER. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSTRUCTION. ' THE CONTRACTOR'S RESPONSIBILITY "f0 REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS 3 1 f IS CO R I LTEN T� INCLUDING, BUT NOT LIMITED TO ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR R TO THE INITIATION AND COMMENCEMENT OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT AND/OR DISCREPANCY BETWEEN THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE OR APPLICABLE CODES, REGULATIONS LAWS, RULESSTATUTES AND/OR ORDINANCES,1T IS -THE CONTRACTOR'S SOLE RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING OF SAID CONFLICTD AND/OR DISCREPANCY PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR'S FAILURE TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE CONTRACTOR'S FULL AND COMPLETE ACCEPTANCE OF ALL RESPONSIBILITY TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS, LAWS, STATUTES, ORDINANCES AND CODES AND, FURTHER, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SAME. 4. THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DEFINE VERTICALLY AND HORIZONTALLY ALL ALIVE AND INACTIVE UTILITY AND/OR SERVICE SYSTEMS THAT ARE TO BE REMOVED. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAIN -FAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING REMOVED/RELOCATED DURING SITE ACTIVITY. 5. THE CONTRACTOR MUST FAMILIARIZE ITSELF WITH ,THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. 6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNCTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS/DETAILS, DOOR ACCESS, AND EXTERIOR GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES, THE CONTRACTOR MUST COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, "TO AVOID CONFLICTS AND TO ENSURE TFIE\T PROPER DEPTI-IS ARE ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING "THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL UTILITY REQUIREMENTS WITH JURISDICTION AND/OR CONTROL OF "THE SITE, AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS BETWEEN THESE SITE PLANS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER, IN WRITING, AND PRIOR TO CONSTRUCTION, RESOLVE SAME. 8. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTOR'S PRICE FOR WATER SERVICE MUST INCLUDE ALL FEES, COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR TO COMMENCING CONSTRUCTION. 9. ALL NEW UTILITIES/SERVICES, INCLUDING ELECTRIC, TELEPHONE, CABLE TV, ETC. ARE TO BE INSTALLED UNDERGROUND, ALL NEW UTILITIES/SERVICES MUST BE INSTALLED IN ACCORDANCE WITH THE UTILITY/SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. 10. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH -THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED IN TI -118 PLAN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE GEOTECFINICAL REPORT. ALL EXCAVATED OR FILLED AREAS MUST BE COMPACTED AS OUTLINED IN THE GEOTEGFINICAL REPORT. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE WHERE THE WORK IS PERFORMED, VERIFYING THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE REGOIVIMENDA"TIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE IS "TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT. EARTHWORK ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH "THE RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. 11. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PER "THE RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH "THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTHER, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BALANCE. 12. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO IVIEET THE INTE=NT AND PERFORMANCE CRITERIA OF OSTIA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR "TRENCHING PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES. '13. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO -THE FULL DEPTH OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MIDST BE REMOVED FROM ,THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED. '14. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES. '15. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL UNDERGROUND INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE UTILITY PLAN. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE -TO "THE OWNER AT THE COMPLETION OF WORK. 16. WHEN THE SITE IMPROVEMENT PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHICH MAY BE BUILT AT A LATER DATE, THE CONTRACTOR MUST EXTEND ALL LINES, INCLUDING BUT NOT LIMITED -TO STORM SEWER, SANITARY SEWER, UTILITIES, AND IRRIGATION LINE, TO A POINT AT LEAST FIVE (5) FEET BEYOND "THE PAVED AREAS FOR WHICH THE CONTRACTOR IS RESPONSIBLE. CONTRACTOR MUST CAP ENDS AS APPROPRIATE, MARK LOCATIONS WITH 2 4 AND A X MUST NOTE "THE LOCATION OF ALL OF -THE ABOVE ON A CLEAN COPY OF -THE SITE PLAN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. '17. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING "TOPOGRAPHIC INFORMATION AND UTILITY INVERT ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. CONTRACTOR MUST CONFIRM AND ENSURE 0.75% MINIMUM SLOPE AGAINST ALL ISLANDS, GUTTERS, AND CURBS; 1.0% ON ALL CONCRETE SURFACES; AND 1.5% MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADES), "TO PREVENT PONDING. CONTRACTOR MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER, ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER NOTIFICATION, MUST BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, CONTRACTOR SHALL INDEMNIFY, DEFEND AND HOLD HARMLESS THE DESIGN ENGINEER FOR ANY DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME. 18. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE. If IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TQ INSTALLATION OF SAME. 19. REFER TO SITE PLAN FOR ADDITIONAL NOTES 20, IN THE EVENT OF DISCREPANCIES AND/OR CONFLICTS BETWEEN PLANS OR RELATIVE TO OTHER PLANS, Ti IE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER, IN WRITING, OF ANY DISCREPANCIES AND/OR CONFLICTS. 21. CONTRACTOR IS REQUIRED "TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER AND OWNER PRIOR TO INITIATING WORK. 22. WHERE RETAINING WALLS (WHETHER OR NOT "THEY MEET "THE JURISDICTIONAL DEFINITION) ARE IDENTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL. WALL FOOTINGS/FOUNDATION ELEVATIONS ARE NOT IDENTIFIED HEREIN AND ARE -TO BE SET/DETERMINED BY THE CONTRACTOR BASED ON FINAL STRUCTURAL DESIGN SHOP DRAWINGS PREPARED BY THE APPROPRIATE PROFESSIONAL LICENSEE IN THE STATE WHERE THE CONSTRUCTION OCCURS. 23. STORM DRAINAGE PIPE: UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE (RCP) CLASS III WITH SILT TIGHT JOINTS. WHEN HIGH-DENSITY POLYETHYLENE PIPE (FIDPE) IS CALLED FOR ON THE PLANS, IT MUST CONFORM TO AASHTO M294 AND "TYPE S (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT TIGHT JOINT, PVC PIPE FOR ROOF DRAIN CONNECTION MUST BE SDR 26 OR SCHEDULE 40 UNLESS INDICATED OTHERWISE, 24. SANITARY SEWER PIPE MUST BE POLYVINYL CHLORIDE (PVC) SDR 35 EXCEPT WHIEF2E INDICATED OTHERWISE. SANITARY LATERAL MUST BE PVC SCHEDULE 40 OR PVC SDR 26 UNLESS INDICATED, IN WRITING, OTHERWISE. 25. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR MANHOLES STRUCTURE TO CENTER OF STRUCTURE. 26. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON PRELIMINARY ARCHITECTURAL PLANS, CONTRACTOR IS RESPONSIBLE TO AND FOR VERIFYING LOCATIONS OF SAME BASED ON FINAL ARCHITECTURAL PLANS. 27. SEWERS CROSSING STREAMS AND/OR LOCATION WITHIN '10 FEET OF THE STREAM EMBANKMENT, OR WHERE SITE CONDITIONS SO INDICATE, MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE, DUCTILE IRON OR OTHER SUITABLE MATERIAL. . SANITARY a 28. SEWERS CONVEYINGSANITARY FLOW, COMBINED SANITARY AND STORIVIWAfL=R FLOW, OR INDUSTRIAL FLOW MUST BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST 10 FEET HORIZONTALLY, IF O UCH LATERAL SEPARATION IS NOT POSSIBLE, THE PIPES MUST BE IN SEPARATE TRENCHES WITH THE SEWER Al LEAST 18 INCHES BELOW THE BOTTOM IOM - - E - - - O OF THE WATER MAIN OR SUCH I OTFI R SEPARATION A� APPROVED BY THE GOVERNMENT AGENCY WII-I-I JUfZISUIC PIONO VER SAME. ® WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER MUST BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAS f '10 FEET ON EITHER SIDE OF "THE CROSSING. IN ADDITION, U N ONE FULL LENGTHF O SENNET, PIPE SHOULD BE LOCATED SO JOINTS WILL BE AS FAR FROM THE WATER LILAC AS POSSIBLE. WHERE A WATER MAIN CROSSES UNDER A SEWER ADEQUATE STRUCTURAL S UPPORT FOR "THE SEWER R MUST BE PROVIDED, 29. WATER MAIN PIPING MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR. IN THE ABSENCE OF SUCH REQUIREMENTS, WATER MAIN PIPING MUST BE CEMENT -LINED DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS, ALL PIPE AND APPURTENANCES MUST COMPLY WITH THE APPLICABLE AVVWA STANDARDS IN EFFECT AT TFIE TIME OF APPLICATION, 30. CONTRACTOR IViUST ENSURE THAT ALL UTILITY "TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SEWER, WATER AND STORM SYSTEMS, MUST BE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND/OR STATE DETAILS AS APPLICABLE. CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE AGENCY WITH JURISDICTION OVER SAME. 31. CONSULTANT IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, SHALL_ HAVE NO LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER "THE PROPERTY. 1'P� ) I f COMMENT ;� 6�- X, 08/2.4/17 PERMIT COMMENTS lf, 2,, n`1 o. II �'<.e� Ei5 F-111 IT 1 v �S, t e � a a .,., , A . � e.y,P ,- y W41 O Z $ ti) r( z ❑ FK �o-�� LL o _ E"� cra Z d F- J I4 Lc O z zQ F o P, 0 � r j O > u z o fa., ❑ � ❑ &� r4�, �a>Q> ( ,8 I Ira o w w < T -Z 2 y �4E-1 � z x � U z �S J J Z J 1 u� (O o w r IIf•+'` XI�1WP mvazouxl u `p H U Y 3 * ,,Pyr° -4s + U . �., �, ' U -1 w F!r LL, - PG ,7 ffl x�L ❑ `� m c� ^i1 4J' 2 a <t - z S � � o ,r r w <r w �w, w r-'. W z - _, m ,, =x � F-. ,� F- Z U l � a u Li ci CJ 5 LC - �1 � ti, w w � '' ui O `� �-! :t ❑ m _c T m a 2 P JFd I-- J `) U I- o �. , P+ n _ -f Z ,_4C)W ox - wow `�z' (1) CL CL J LY I- Z r =111 w V � co <r F' ra 0r [u 4 a - w 8- r P2 (;�,.}, f4 Z-7 ❑ >- w w a f-4 t -I w T `f z � z u LL , � Z � � X X �+ F, w U z tr 1r w D - sw000_r � P cn� u)�, a �,•a,_�, ; n.wOwwO o Z m Z Z Z i 6J - �4,� `�, X04-4®'1> � 10E, P -_'AC N5 IiEV DATE COMMENT BY 08/2.4/17 PERMIT COMMENTS JRT 2,, 09/06/17 PERMIT COMMS=NTS JDA ,,_L. L-110 KNOW WHAT'S BELOW ALWAYS CALL 8'11 P-oEFORE YOU DIG It's fast. It's free. It's the law. www.calisLinshine.com (___ PERNT SE -r I PROJECT No.: FLT170031 DRAWN BY: JRT CHECKED BY: JDK DATE: 6/22/2017 SCALE: N/A CAD I. D.: SDO PROJECT. L,CO -'sl II' O"I-X CSF 811'J? '100 TOWNE CENTER BLVD SANFORD, FI_ :32771 CITY OF SANFORD r f fix` BOHLER" n k .. ,� . ,. E NG R � IG ter R H N v � 3 20 14ORTHDALE BLVD.,SUITE: TAMPA, FLORIDA 33624 Phone: (813) 812-4100 rr,9X: (813) 8124101 FLORIDA BUSINESS CERT. OF AUTI-1. No. 30780 LANDSCAPE ARCHITECT BUSINESS LIC. No LC2600 SFI� LET TITLE: 21' -r ERAH NOTE SI -IFFY NUMBER: Cut S`tr" IIL�rC1l�L�l�'K TO/te�0 1�✓�� `�� T✓ �•T1,1T� w. { 3� "8 ....-. 00 -TA -FE ROJW 46 l r' rC�f�> rl V j� 3 i": 14' CONCREY XIV -K _._ . ,.--1 { ... -..... _ ..... _.. -_ PROJECT LIMITS r lU l/r/L/lT CAS'EtifENT- ( (PB 51 PG' 90Q� . 4'20" OAK ,fa' C`IJNC:`?d If.. /A1..r\ u ,� 16' OAK 12" PALM �( r, d u X - -�j 10 v1;X41 2 PALM ! . _.. ii „ �' .- ... E X § (ATG✓! TOP r/_ :-11. _ TEM OIRARY EROSION CONTROL---,\ 1 f:" I PROP INLET PROTECTION � S" !N! 111(1,a "1 C:f'hf kE THIS SHEET FOR DETAIL II� EXIST ASPHALT cl -„ (URB 3039, PG 726 NON- 1e B TGA BL REMOVED _ns F FXC'LU57VE PARKING' �- _ LXIST ASPHALT �__._ 1Tl ✓1 rlA 5W A.5PHALT P11INNG TOP EL 31,B9 P1, INV%- 2797 (15a V6✓J PARKING XIA' OAK "= -` - 1 REMOVE & REPLAC EASEMENT (= TO BE REMOVED I a 1 OAK 1 3 1 1 1 EXIST CURB (TYI-) 1� 2 Vis' 1, X t sy1 EXIST ASPFIALT �, 70 BE REMOVED a M - s ,y'"", k � S e ! I f` - n 31TL 1Lr;J/lrr AJr1( / 1,11 #'/D 1149 -au CONCRETE b^✓fILK (TBR) — -- — – - _-. _.... ...... e ;I 1006, f I E r A I, Pli1} ;Cl,/ }mf "y FSS 1 ' °'�Ole / �, )1 N^ , ^y I .".,,._ ! � rt ,,aA tJ/I✓T - I �� 9 PINE X 7- PIN � E:f/ST ,pSP8W7'--•. y B '311 t6 -. ,i`7 /4„ OAK II 4 f I I ,✓!YR .STORY BRICK Q d yrI t,I �U-,(T(15L4 0 � ICP 76 1/ f9Yrr fFE(—T/ Bp3R 392BUIDING "va,I 1 0_ 1 1 ; , Iu {' I CATCH allsl'f ✓ I t1r I 8 INV ---2722 (15'RC'P I E ,) I 100' FLORIDA a I TaIA15fURJP,9ER ON E IN1-47.3_f (1 �i `f�CP% E I ; _..w__ ------_-._ ................__._ _ ,I __, __ , _3 POWER I I CONCRETE PAD Al - 5 INV -2111" (1. R� / w., {. CORPORA TION _` „ .,� I J ( I I (cONTRAc m TO 1( { 1 J EASEMENT (ORB I COORIANKE RiTOCA?70N EXIST ASPHALT i I y � 1 °�K 1 %PGS 3 4,_ ? _ "� I Gid ff/ FLORIDA POPIERJ ; I _ TO BE RED r� ri I I$'II i .a F:' ego I 1T1"' f rK k . � �, -_r 1 �' ::... `�-. ✓ i I I �� I �o I C080L7E' HIALI( �•� ,. I REMOVE &REPLACE ___ _. _-- . -- _ __ �.-- ,.. _ -,_��. - ,,- -• --�.� I I I (7BR� � , a ; j EXIST CURB (7YPJ I I (_ I a• _....._ �, II_.__..._____________.__ .............. I 6LF OF�SAxVIIA�pucjvz, UE& PLUG RflM01� 35LF OF rl I 0 I I I 7f 5 EXIST PARKING STRIPING I I 1 sA�lrrAe LI E & PLUG 11 f0{' _-.._._..___�-_ - FL__. -mm I { TBR) I II li I I of -- IBLOCK b✓ALL) 1 A✓ 1NI� 26.' 1,.e`f(P I I",11 _...._.4....-...._.._. _.._.,. k.. _.. _ I I 20 OAI(� - I r . r ( : ', \, (( I I _ y�®I :" (TBR) REMOVE & PLUG I M o i,:a !zti✓1-'i6.,91 (ll1'IrCi) I+:f I 1 I I _- �' ` JuLF OF HATERL f— I _. ....... ......... . ____--._- __ I� Nj 0 tit X I7 - -- ,.'` I ! ! I I ✓'r'' EXIST ASPHALT c Pf L V NTLf \ , I a , .- TO BL- l�'EMOVED I E EXIST COME— . o EXIS1CONE ___.__----_.____--_o y , rd i�7. (i/RB (TF'A'{f _,x./•-,, I i � t.URB (1C�R,i �'I .� � � I' , 6 i a r + EXlS7 AY f I j _. J d ° v' TO BL REMO,LU a 11 '.? t '`� 1. ) ?' `F I'" I , TRAPS(Mil?) REMOVE &REPLACE i ...-....._.._. , E t a i <,. rI ,lifiT CUTB (/"YP) _e 1 i h "17 ,"fEXIST AST PILT-- TBETE 0VEOO + ,•.l'”' 1 r rr , s I f ` h 1 s I Qe . 7 t , r �-. .. r .. tit II � ' -REMOVE& REP.!,. ,I, 2B TA- . � lU,rr A-.- .. X1�T � 'a-1-1111 ? 1 aI rL--%J _.J d � P s i XY MANN(), L ,1 r1=/ GATG'rr _/.. .. T01" f7-32-',04 / " -,.(24'n(,'1') = 3 t)1 AVJr'AwT rd 1A`✓�N 11W:!6/ 8(1G1J RLnO/E & REPLs E - /r . ' /3 t .a, � 6. a� "l XrCUmB „P J�TU BE REMOI PY D ✓ P LIJV1-2a. %I (2 T 'ra T � I � I e a -I- �. k-. 4 U a 4+ I , � I I rr „ I r ` i !I , a 1 { N C " I :* F c� Y mar fE I \ 1 I � , I _ rk Y5 ti rE, r y r o.i p �a 'l 9A ✓ ii a r�. r C � r xa , 3 r Y/ f� / ti= g G w ^ 11 , CD ti . Af 1 ,•'tea" rz _C111G!l f1AERA I 1 10f L._ " a✓ . I;? 1 �'" .1.. 1 _.1 s'C i" /7 ,�) � ( 1 ,/'' r z 1 g,a / {a .•" 'y." ,n3~ d!".mew ® / , ff �:' �' y 3 ' 4 It. '.r 1 ACJ AYtY(( i§ r`> 1 , v°r / w g r. .� 011 ✓ 4` ..z a. i a 9• C .✓y i l ti;) +, g LOT I (1 ( (� f;r1l'I 1Nt7_L ?ptT ! 11Au!3 51, FC 10o) (J"%Cbft?C9 &115 f,aFlr✓Ed1Ur1%DC!FT" GTx.,, °�� , (/l 1OiE 110k1A!m1i �. cz'4 "N H:A2PI7APCr170031AUItAWINGS\FLAN SETS\FL'I'1700910AO.DWG PRINTED EY'. AZIONs 11.2217 rD 4:10 PM LAST SAVED UY: JTAMAIiGO LIMITS J6Y 70''N%(P) 1?=5v,q,00pv%p) ®=j5°,q)1j))(vp) CR N170JJY2"A( ) C11=Y51- g7pj1)'(' p TEMPORARY EROSION CONTROL PROP TREE PROTECTION SEE SHEET 0-8 FOR DETAIL EASEMENT (ORB 2164, PC 1361 1 "= 20' -AYERS NON WOVEN _TER FABRIC TO BE -CURED OVER ENTIRE SIN OPENING INLETPROTECTION DETAIL NOT TO SCALE POST OPTI WOOD 2 1/ WOC OAK 1It STEEL 1.33 LB L 0 G LEGEND TYPICAL NOTE TEXT (NOTE ONSITE LEASE COMMENT- LINE/ R.O.W. LINE s NEIGHBORING PERMIT COMMENTS 20 10 5 0 20 EXIST. OVERHEAD WIRE EXIST. STORM d SEWER EXIST. SANITARY LINE._.___._�`..-..,.._.".."_-...,,.......,_,.."... -,S--- ------- EXIST. WATER LINE ----------- Y, ..-___".__ EXIST. TREE i 1(X, K EXIST, TREE TO BE REMOVED >(XX- OAK EXIST. CURB INLET (i7 EXIST. POWER POLE'" U EXIST. SANITARY MANHOLE EXIST. SIGN PROP.SILT FENCE --SF -- SF - PROP. PROP. INLET -�-� PROTECTION ASPHALT TO BE REMOVED TO BE REMOVED (TBR) C',QW�sz LL / 41zC vOOW<C� a)U)z62- � ' - U w a a (�, ,e r m w / � :4 � 4 rn 0� Ui <Y �- w rz <( IL, = J IL m W O D S 2 0 tau e rJ l r 0 g —, (.C{ 0 1E 0 Lu U) d ❑- J U) 0L 7 0 / 141 / W w , T in y / 6�w � w w Cz—z .ts sakyIn T ',„� f4 ^ S Y Y W u e rw 1 Lij 5 U) L U)zC � W O z z O Z + v, 1 "= 20' -AYERS NON WOVEN _TER FABRIC TO BE -CURED OVER ENTIRE SIN OPENING INLETPROTECTION DETAIL NOT TO SCALE POST OPTI WOOD 2 1/ WOC OAK 1It STEEL 1.33 LB L 0 G LEGEND TYPICAL NOTE TEXT (NOTE ONSITE LEASE COMMENT- LINE/ R.O.W. LINE s NEIGHBORING PERMIT COMMENTS 20 10 5 0 20 1 "= 20' -AYERS NON WOVEN _TER FABRIC TO BE -CURED OVER ENTIRE SIN OPENING INLETPROTECTION DETAIL NOT TO SCALE POST OPTI WOOD 2 1/ WOC OAK 1It STEEL 1.33 LB L 0 G LEGEND TYPICAL NOTE TEXT (NOTE ONSITE LEASE COMMENT- LINE/ R.O.W. LINE s NEIGHBORING PERMIT COMMENTS PROPERTY LINE INTERIOR PARCEL LINE f$'Pf�y EXIST. OVERHEAD WIRE EXIST. STORM d SEWER EXIST. SANITARY LINE._.___._�`..-..,.._.".."_-...,,.......,_,.."... -,S--- ------- EXIST. WATER LINE ----------- Y, ..-___".__ EXIST. TREE i 1(X, K EXIST, TREE TO BE REMOVED >(XX- OAK EXIST. CURB INLET (i7 EXIST. POWER POLE'" U EXIST. SANITARY MANHOLE EXIST. SIGN PROP.SILT FENCE --SF -- SF - PROP. PROP. INLET -�-� PROTECTION ASPHALT TO BE REMOVED TO BE REMOVED (TBR) 6:,,,AAV SILT FENCE DETAIL, NUT TO SCALE DEMOLITION NOTES, 1. BOHLER ENGINEERING FL, LLC IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 2.ALLDEMOLITI N ACTIVITIES ARETO BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AS WELL AS ALL FEDERAL, STATE AND LOCAL REGULATIONS. ANY DISCREPANCIES OR DEVIATIONS SHALL BE IDENTIFIED BY THE CONTRACTOR TO BOHLER ENGINEERING FL, LLC IN WRI-PING FOR RESOLUTION PRIOR TO INITIATION OF SITE ACTIVITY. 3. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE FOR/T0: A. THE CONTRACTOR SHALL OBTAIN A SUNSHINE STATE ONE CALL LOCATION CERTIFICATION PRIOR TO ANY EXCAVATION OR DEMOLITION. THE NUMBER IS 1-800-432-4770. B, ENSURING COPIES OF ALL PERMITS AND APPROVALS ARE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. C. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE. SERVICES, - C D. LOCATE/CAP ALL UTILffIES AND �ERVICE� INCLUDING BUT NOT LIMITED U G U 0 TO GAS WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. E. PROTECTING AND MAINTAINING IN OPERATION, ALL ACTIVE SYSTEMS THAT ARE NOT BEING REMOVED DURING ALL DEMOLITION ACTIVITIES. F. FAMILIARIZING THEMSELVES WITH I THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION RLUIRED FORTHE PROJECT. T1E CONTRACTOR SHALL PROVIDE THE ON NER UTILITIES VVP�I l TENNOTIFICATION THAT THE EXI,� I TNG , AND SERVICES HAVE BEEN C TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION aDICTION AND UTILITY COMPANY REQUIREMENTS. " HOURSG COORDINATION WITH UTILITY COMPANIES REGARDING WORKING "OFF-PEAK OR N WEEKEND. AS MAY BE RE IR U T I VIRE - - F - O QU E O MIN I FHL IIVIPACr ON r IL AFFECTED PARTIES. INS F H. A COMPLE TE INUEC TION OF CONTAMINANTS BY A LICENSED ENVIRONMENTAL TESTING AGENCY, OF ALL BUILDINGS AND/OR STRUCTURES TO BE REMOVED. SAME SHALL BE PERFORMED IN ACCORDANCE VVI TH ALL APPLI G 'ABLE LOCAL, SPATE AND FEDERAL ENVIRONMENTAL REGULATIONS. /-\NY/ALLC ONTAMINANTS SHALL BE __ REMOVED AND DISPOSED OF BY A FEDERALLY LICENSEDCONTRACTOR N U 51 ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. ALL C U N CASBESTOS, ENVIRONMEN PAL WORK IN.,L DI G HAZARDOUS MATERIAL uOILS OR OTHER REFERENCED OR IMPLIED HEREIN ARE THE SOLE RESPONSIBILITY OF THE OWNER'S ENVIRONMENTAL CONSULTANT. 4. THE CONTRACTOR SHALL PROVIDE ALL -THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SE=T"rLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES, ALL REPAIRS SHALL USE NEW MATERIAL. THE REPAIRS U HALL RESTORE THE ITEM TO PRE -DEMOLITION CONDITION. 5. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMEN r ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDA PION WALLS FOOTINGS, AND O THER MATERIALS WITHIN THE LIMITS OF DISTURBANCE IN ACCORDANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 6. EXPLOSIVES SHALL NOT BE USED WITHOUT PRIOR WRITTEN CONSENT OF BOTH THE PAL AUTHORITIES. ALL THE REQUIRED PERMITS OWNER APPLICABLE G VERNMEN AND EXPLOSIVE CONTROL MEASURES TFIAT ARE REQUIRED BY THE FEDERAL, STATE, AND LOCAL GOVERNMENTS SHALL BE IN PLACE PRIOR TO STARTING AN EXPLOSIVE PROGRAM. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES. 7. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WAY. 8. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WVTH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES, STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 9. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT ENCROACH ON AREAS OUTSIDE THE DEFINED PROPERTY LINE WITHOUT WRITTEN PERMISSION OF THE OWNER, AND/OR APPROPRIATE GOVERNMENT AGENCY. 10. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALT_ BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY -THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION, 1'I. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY 1-0 PERFORIN! -I-HE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. - _ 12. -fI-IIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS THAT ALL METHODS AND MEANS ARE r0 BE IN ACCORDANCE WITH STATE, FEDERAL, FARE TO BE REMOVED, Ir IS INTEND Dr0 PROVIDE DIRECi ION OTHER THANN LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTORSHALL BE RESPONSIBLE FOR ALL OSI -IA AND 0THER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFEWORK SITE. '13. DEBRIS SHALT_ NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED ED F IN ACCORDANCE WITH ALL CITY, GJ UNFY LAWS - STATE, AND FEDERAL LAWSAND APPLICABLE CODES. 14. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING ,sl FC IIV3F F.(JV!_NJEP°1TS AND UTILITIES. ALL DIJCREPANCICS Sf-iALE BE IDENTIFIED TO FHE L-NGINEEI, IN WRITING. 15. ALL EXISTING UTILITIES BEING REMOVED SHALL BE DONE 70 BY THE CONTRACTOR Ot IFJ ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 16. THE CITY OF SAND ORD CONTRACTS � WITHWASTE PRO FOR SOLID WASTE COLLECTION SERVICES. ALL DEMOLITION DEBRIS SHALL BE REMOVED BY WASTE PRO. RECYCLED 'ScDISCRETION, E VEDAT THEDLVEL PEZ MATERIALS MAY BER MO O I � TO FACILITATE "EFFECTIVE" EFFE TINE PRESERVATION OF FREES (f -USE WITH DRIP LINES DEPICTED ON NClLCO SILT FENCE INSTALLER: PLAN) SILT FENCE SHALL NOT BE TRENCHED IN WITHIN DRIP LINES OF TREES WHERE AVOIDABLE. IF UNAVOIDABLETHEN EITHER INSTALL SILT FENCE AT GRADE (NO TRENCI LING) OR USE HAY BALES IN -THESE- LOCATIONS. TREE BARRICADE NOTE: TREE BARRICADES FOR TREES TO BE PRESERVED DURING CONSTRUCTION SHALL BE LOCATED I ESS OTHERWISE APPROVED BY THE ENVIRONMENTAL REVIEW STAFF AT THE DRIP LINE, UNLESS , C r s - - DEFINED - ENT OF CONSTRUCTION, THE DRIP LINE SHALL BE DEIIN_D Aa THE PRIOR f0 COMMENCEMENT OUTER BRANCI I EDGE OF THE TREE CANOPY. THE AREA WITHIN THE DRIP LINE SHALL REMAIN UNDISTURBE=D. THE FOLLOWING ACTIVITIES ARE PROHIBITED WITHIN THE DRIP LINE OF PRESERVED TREES: MACHINERY AND VEHICLE TRAVEL OR PARKING; UNDERGROUND UTILI TIES; FILLING, GRADE CHANGES, COMPACTION OF SOIL, OR EXCAVATION; STORAGE OR CONSTRUCTION MATERIALS, THE TREE PROTECTION BARRICADES SHALL CONSIST OF CHAIN LINK FENCE (NEW AND USED) WITH A MINIMUM 5' HEIGHT, UNLESS OTHERWISE APPROVED BY - TMEN T. THE TI PLANNING GEPAR DATUM. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY DATUM, AS DERIVED BY FROM BENCHMARK 3624901, DESCRIBED AS A P.K. NAIL WITH SEMINOLE COUNTY DISK IN CONCRETE, HAVING AN ELEVATION OF 3'1189 (NORTH AMERICAN VERTICAL DATUM OF '1988). 1 a T� 'VISTO1NS REV r COMMENT- BY s PERMIT COMMENTS z 0 A, f$'Pf�y JDA d vi T I— f U Q Ir U 0 'J p _[ re C',QW�sz LL U rb2V,�f 41zC vOOW<C� a)U)z62- � ' - U w a a (�, ,e r m w �., � :4 � 4 rn 0� Ui <Y �- w rz <( IL, = J IL m W O D S 2 0 tau e rJ l r 0 g —, (.C{ 0 1E 0 Lu U) d ❑- J U) 0L 7 0 141 W w , T in y 6�w � w w Cz—z .ts sakyIn T ',„� f4 ^ S Y Y W u e rw 1 Lij 5 U) L U)zC � W O z z O Z + v, T� 'VISTO1NS REV DATE COMMENT- BY Ai08/24/17 PERMIT COMMENTS JRT 09/06/17 PERMIT COMMENTS JDA KNOW WHAT'S BELOW 1 i x ALWAYS CALL 811 k r 11 [GLEFORE YOU MG y Its fast. It's free. Its the law. www.callsLinshirie.com EMIT SET PROJEC I- No.: FLT17U031 DRAWN BY: JRT CHECKED BY: JDK DATE: 6/22/2017 SCALE CAD I D OAO --- - - PROJECT: m r E UIQ BDU AR HIT TS LUf /1 .0 T '' „-i _[ �l U � �11�L � `100 TOWNE ;ENTER BLVD SA,NFORD, FL 32771 CITY OF SA,NFORD s. 3, ql L 1'" f _/ z 5, �..� A11113. xa (G - mEE 21_T 3820 NOR1"1-1DAI_I w BLVD.,SUITE 3008 TAMPA, FLORIDA 33624 Phone: (813)8,12-4100 Fax: 81.3 812-4101 FLORIDA r I a u Iry t, 's cm T OF au 1-1-1. No. 30760 LAND GAI IC II I EGl Bll INE LIG. No LC26000551 SHEET TITLE: OIL E . ION q0 l `\ ] DEMO -SLA SHEET NUMBER: C t- I I A2017APLT170031ADRAWINGSVPLAN SETS\FLF17UU31SPU.UWG PRINTED BY: AZIONS '11,29.17 Ci) 4:11 PM LAST SAVED BY: AZIONS r4MM ?!s,/F3 (Z.9 4,175) 4� 1 UM NV (s11Bmm"vi, La lJ4011) a/Tfm %N f'FF114fClff J009) 44/'C »_,,,,.,o 1" a,, - '� y � ' O ' ,_1) 417 200' Rf'VU l,9l),l ,, f1 2 »_„ .,. Aku,,, ,,,1111.. 1111. m.....,-.«. ,.., ..�:,,, ,, 111»»1 ,111 \ I. /dry x`97 � f�a)�yn'��1,�, P) do 2010U'(Y (dl)(Y .A-5°j7j', , '(lw,) -)' CH_X86`JP12`Z,1Z �) C1107,07(1W%P,) 4'' . u3 t' », ..'_N / // / f ,` / / /// (sum, 6l1 w ;,,./,'q) I i •) I \ , y I,) t ,,__11 ,., k ., r �3 »,. 1-1-- I ”' _ 1111 -,.1 x 9 f /l!1v=.-,_/,6j (l`i`r?66 ) fr'.) a ;fit TOP c1__U;3..,eg S INV -27,41 1� fl �' / -1111 -- - f i _. 1I'll 1111 t } j§) } 41� 1) / t __ __ , - ... _, -- 1i- �� ', — _.. __ _» _ _ w, r{ 1111. .-- �._ F. " .. ,1. y, ,!J€ i _1 , r ti ,// ( _ d` r 1`1 ,I 17, 32 } 1 MEG 32 54 _, s 3y nOxy 4[- MEG 32.77 �'Irm �. #^r ,`j J {i pals ¢t r ...x, { t r r n a s ry"'r',r19, x next I _ _ ..,.P 4 r Ir r x ' r •, ra3y a fr elb. i �`i,'x `i:b� ,a r ::a• rx b N�'r . x P� W t & ((" ', �€� r L] P.T6� '* d, `i'' a 'f ,,, y1 �i �, t 14 t .m„ y r 1 -� FT E ® Jr nA '� ff� i ry a . ... 1 ;j `, _', �"� 43 ,,,, _, n _ . i_ r) V f' j! yf' t �, j ),1 . `7":%r 4 e F S f r f .'r ' r` ro a� : ab r=� {w : 4 l•, _-1111_. _._..-.....__.,,__...._ P w , 1111,:_, v y ..;_, } 5: t A - b -:.�# ,:. , t� `� ,� � 4 _ i ,..:,;.:,,, . {? Ors br 1/ ( s iha 1 5'e r s^v,`nar iJt s,: a �, ^.:, r s y , <a• �," = r_syb, �.x,.:,..... ' /f e. ?, o%" , t:. :�'ll 4N -r �: ,, � k/r � � a sou a e r ✓ 5,' f ^ ,1 " �� f, , \ ;' ; ✓-' I r a cra �7 ( r nrurr # r 1 ,, ti G 32 86 a / 4'p ,5i; � n n,,z„? ,c. 4 , x +�' .-'M� rR t,°d , � ._ to y a a" >^`•; �•�n* , t a� .+ n ,+`i•- `, I i r r ? ) A 4 r 6+�; 7 �ba b 4/, C :lX r *, 0 f 1 I .T rn w,` rl y43 � y1, z f,,..,,, pl i r, - i r a ,r q a 111 vat rt a 4 Kpl " MEG 33.14 i `t i , '_' r �' f,JEG 33II,.02 G 32 95 G J2 90 MEG 33.24 `., ity o E nr , MEG 32.72 ', i z M E ii 24r/y,,, , , ,, , , .,_. , p1 r",$,}1111,." ! rc, l� t f - - ' . _ � v — as_,_ � e y,,..,,,_. ,1,y E � i { ar ,(.s : n I f i ,k) 5) ata m ' z; ..-.-•-,i•,-, ww a a_ so . \ -e, t .y1 ,. ; I a, 1 I G 33.38 ' . f w , ° °.t rte 1 I • _,-1.- t iSe!• Y F G 33,00.. o w A ,.. _ s: '§ ( 1111 ,� �� n G 3 ,81U J.`r':^': i r, 'f - -..R:,. .,:,.�—,;'� ,rz..,::a°s.,c;:..s.-rra�:r>un. ,.rF.;✓ a• k II I# /'. 1 a+$ �} 633.66 „' <- r1 a j t G 33.12 lf_€ G 33.48 4 - a1 - 11. , a, • I.F )a'- a1` G 33.0811 �� 1*," � ! ' :a" _ „ .. _._ 1111--_s, $ z 1 ..... 1 a 1 ,. -1 k 3 1. ..� `„r 1.,:."., . x".. --~._ ire. I .,+ ,, ._., 1111.,- -._._:-> r; � /,r /, , .: _�., -._ 1111-1 „1,°��_»».,, � k 4 It I ,.,°✓ ! bn`w.""lr r :..: , 1 ,b'' w I e w I# I i ! I 1� I # , a :I I I, , ,rte, If IE -y krA i ! II Fye �Nr xr � r 1 &I ci , , ��°°��5��'��'/1 i 6 �,�) 444 E! r, , r 9 1^ ) P `4 1f , 7a 1111 tlI I ! . I,; ®® (� MEG 32.55 egg Y 32 90 G 33.()U ! t �6 _ :. r i `' MEG 31.18 TC 33.39 G 33.47 45 ll ' F ' t d i' , E ; r e sr 32 89 l = �. f l t i I , .,rM I 1 I y , ,. I. Is -sles, _y'-.?'d„rf rUAfe/, , IN All (,, /I, �F , r/,... 6 i> .e) /l, �,.,. a! E : I I 6G 6 *'' @ i' d '5�.. I' i t I TC 33.51 z 1 C .,w.,. x 4 gg f� i I €x e 6C 33 U1 '” `){ : y' • r tl I' „ 5::, PROP TEXAS ROAD I :,a 5 r £") I . iI I i TC 33.71 - G 33.90 i+ .4 1" G 33.85 » .rw, ,.,...�..,....,. _ »1111 _.., „,3 /- r,1lGI`1 11,/i r=-: ' - f3c 33.21 ' I r FiOIJSE � f I 5 11 0 ,°' i f 1"d3%J Yf .-"'�J {, 76 �1 F2..431 � � �� f ; ��q � i�\ A l # , 1 "ro f4✓ L.. T 33.71 ;(. G 33.90 3 ?/J `„i "'< ME7,�� si is 1 y ; , r, Ifli� „i` , .} ., C- t_3 0 ✓” „(y ! _ �, f, •C3 l ,. �,. -111:1, 3' tyr 1 rJ fIl -;?ff O ;4 F6,1 ♦ /7, H# f3C 33.21 "1. ;.: - _ ' e F. 3.9Ct� 0 1 If ;f r/ ' ,, la dr is r:' tx n; �, i :4{j�j 633.9() tV, I` aN I c`"�; W ti:{{, Fs 'w.a., ,<i,.d., , t E; f,(„ , Px� I I_ r 1111 E 4 ! i s ,:G _ ,1111_. 1111», 1111-.._ — """"" '1111.. _1111., _1111... -._.. -1111., ... _.a 1• ef:, 0 y ;7 n i, "!. r ¢. s✓:'`. ... , ...„. 1_111 t1111 1111. 1 Y yn ..._ .. 1111.. 111_1,- .,,,..... '- l,.a.,S ",,, '-„ € € , 11•i .9 a >5, a ria r f r I, a 1111. .. i 11 t „ [,c,. ^n. , p r,. 111 _ _1 .",: I ..,.i er r, s, , I ,, s ,.. r -,a „< .,,.1 r . �� —.__1_„_11_11. 1' 0 ! r,f�fl F�?,.rl7r s s _,_,._.._...._,_»_.,._._-__1111,. _: ,.,_ __ ,..i r �! ( ' t;�,y ..d ..a,., r4 ,n ,, i( , , i � ,......,,..»,.,i s; zA r z. m �': r, a r J / t I t Til fl_ - >,,ci2 '1111 ± ri / :;: 1 ' ,. ? ,.3 ,,',^ e`er• ,,rt„ � � f tp f }_ � ' j x ! / /lfV=,?X� 1a%G/ - '( ! � i.s t` ,,: �i I ( � �. r � , .» 1 , n ,ys) •'� r F et s F ya .. <e 1 ' 1 r t r :i } f' 61--X,f3 (1,� /fGli i I € ! 9i 1 "w i .�,.,b # s, q f ,. - q �j p , r�/. r 4#� aF , :. y _ t Ck” r. , # g # 1f' = m, ! t,3 (d ,5,,,,,er, ) l y g' P f M } }! "� l! : I a/ f'^trvw. � ) ! s ! A k , .,m i 19 , k. 1. (' r ,,.ae. k,r �.. d ! i Y r 4 „v,"s::'�l'tn',..p: ..,._ CS..,.., 1111 }::: ,. 1 y 4.;3 ....1 {.., 1111... .. f E J 3 P. ,-nye S h b b.._ >".0 f y a � gq , _... _..,a,. .&_,,,.,f_,..:.,.::k .,1 :.. .::.: .. ... .. 1111, ... ,at -3 S s' , ,r q cc .e,.: .., .,» .:: . ... ... :. .. 1111 1111 �< , 9 „ „•� aA :.,_..,,, r r..,,, p, 4. .. 1111. + r, ,,, I I r I! i r . x �3 ,:.__ �; 1 1.111. s.+: .. __...r.. r k t 1. 1111 1111 1111, 1111.. ... ._......... ,- , 'x , g n (. , .,. ..,.,..»..,�,., :1111 . , E 3 ,, ». 1111 J , -.. _. 1111. _1111 ,. ,., ... :. .,v.....,.. � t 2 F. 7 c I 1111. v- r_..v. , ,p , - ' . „.. ._. ,. 1111 11:11. .:;.;+� _, 1 4; ., ,. ,1,..,.."1111:. ., , , , ,1.1,,,,,,111.1111111111-11111" ,,, 1111 !. ,r i:xa , 1111 F. 1111 rt, , „;av vie::�" ,. :: 1111... a ".Y'k: k. , 1111,., ., f ..a ....... ........ il'.. , V'� 3 , 4 f€� p, &;, yF, 7I/ +y k:.� 4 2 g ,. @ a d v' aw �° j! f .y4 i, sr x „, E. - ,,,.., ..�...... ; „ I b - �, F u r ...,..,,,_,._ , . .€€-1 C ,,;, _,., .„,urcn awns ,I:, ,ww assn:- 1111,._. ! ._,.. , ,, -"',""=-.,. ,, , t . _ I ,. „ a l G 33.40 , c 1S c c � 1111. _, =1> ,,, I l y �5,,,; G 33.J0 r, a1 to L. y „r:.r7"...:.. s a .-. -f GJ ..,a ....... :... ... !: A e J. , _ �. , 11.11. .. a .e .., , s G 33.90 1,,.111,,,1. , r �._... 1,_ -,.,, w A a r 11.11 t a,,,,,,,,-, 1111- G J3.�0 d r, 1.11.1,»„ n , - - :� ,.r✓. ., r., 6 tt � ,,, a, ,_ 1111.. „ ,...,,..., t r r ,Try - .. .1,f.. _. r,,.... . , .P _+ _ n r , .,. 1111.. 0�r n-,,, .{ ✓ ,,.� aa. 1111:.. .e x -„ r. G 43.10 zi.., ni.. e' s.o 1 t 111_1 ru..�. _ .. ,,., ,, a', 1111 .. , r. 7 � . , d 1111, ! a. . s., ..4r. .. . ,+..1e_, � _ i` _... 1111. . „ _ l /f w Win. .,. I 1 a „ _ C I, r „. .. .,........,. »,» ..,,..,,..,._1, ._.....,.....,., ..,...,.,:, 111°1., ru. .,..,,..,.1...,,.;. ,..,,.,.:... - __::... _ ,...,. . ., ,,, _„ m » ,»:,: », ., - �.; .,- o.. v �' : e 1111.., d .. ., „„ < ' ,.» w f ,. ,.:.: { A_ .. +.. u, ._.�. ' J - »., ». 1111. 1111» _1111_ 1111., »,�,. _ .,_� 1 a..: 1111,, _ , j(__e 3 `�^ a:�r16-„ 6.,2..,4 :r-:: -----.- r J1,' "a f.'ri, : 'Y', "i „',rf,».,:s,va,.,._ .,, ..,: "" .,,.r,.;,�..., :`e:ae:. f::.�.;: .. ... 5 , J v „1111,.,. / { ,. x1:7/r: ,',yp.... ,'y/.,,:C.., ..h d..,..,:--. a 1 a Pr �}J ,. -t, fk. SS ...,,,., ., y„ , 1111. -. _ a € • 1111,.: , , , 1111:: , ... 9 G 33.80 r • '::111::1 1111.,, 1111, . c-.�� „ TG33.l� .111.'.” ... ..........:............. �: r �, ,T� ,.....,1 ",..,,,1w;1 -?:.,.,,,^1., ry° I' i MCG,1.1.61 /,j:: a 6 6 • 4.. ;, 11 i >o s � j, _ - - ... a< _ ;. BC 33.25:':::, x::. _ - 1w _ to - d r., r ' \------- -- - U 3.25 a of x ,;:.. I I# 1 Il I ! / ai s3,`"'a fit�.fF ^.'er �?`; tPrkNY".7 V�!� s `zd,:s�,;`,F3 f., -ill , € / �,,.,. �,u...m..�, ii 4 „^,,,, r a /, i, k } TC 33.6a a "' TC 33 71Q rr r,�tF n 33.60 :k�..a, I - ” °oy �`- a € # I ¢ i Rr;,t ,..;r,,r°''. ;yfi, t „7'Frw.;1G " , .,, ,,::;:';.:.•. Tf,' 39.8»1� . / 1f 'i 4? ,» } r -1118633.1_1✓' 1 1 111._ ! dC 33.1., ✓a err or ,' , \ 8 a �__�xp,r f BC 3J 15 t u of:a + .,,,: 1rwa, lam, G ' r x� ..................... c, m ? ° ..,, { 1 G J3,15 6133 09 ✓ 6f q ; ax r ✓�k < r �r`� xw .I I s'a r .,. I _,.�_.,_' _�.._.�--" 9 3 >sT ��/ F..:-� ,° .r. l..:=-5r,+x .s", r x r.,,. .., :: :'I.:.::',u::,.,. 4 I I - p3, a w , ^fir, , . ,.Y:,°_. ., , .s .a �a. 1 t 1 1' I Cs1TCfa FA,7111__. x a cy .,.,.,...,` ' ) 1- I t { e ``r r7; ; sr 8' r,r< x ^r rc . ", r N , y r t i :. r w, + i. ""...,_. rY. ` 1111. 6 ......... :': „ { } a x a5 rG r r u/ r ;s, .:...... . 1:111.., z v •'•' 1 +l ..�° li tt { • s , I, / r� J 1. %% , € ir,r �sc::mr�}=" r, r"�r,�zy '�s .��rt'�' s k . r;, i 9'3't y 9 " 3'�'r ., �'.\ . ��,�r: ':: �r f ,_ ) i f ; 1 € -- f s .i n^ r r t Viz,.. , .. , ... . \ .' ? y f s (i 3:3.07 kt �1�.,r"s>s� r,. >' a, ,.2 r &� ,mss r. `:r r .....•.... . ...: ......��,<I .a,. , :,e " i ? d r > r ' ... i IN INV --26,. 1 a J Ea 1_111, 1 ", a z f s fit q .ter r/ x, t....::, .`;.::. , :'111 ..:::.a, 1 11 q // ,..,,...-.. ': kl ( „ % 1111_€ .�, d i € lart,s'„'n',i'"'%`Ir etX srx^sx., �ra3rr�'srfihF,r.'' ,:, ,. 111,-1. Il. t 'i t --.. 3 _. r �• f� 3 <• I t „n - "� : r ... ,? s rd t': sem I,5 . d , :..... •' :i°::::: ' ,% i' €I l V= -2u,;/1 1r 7?(' P {rr r F d d� .:, t : y / .r ::;': a:; :;:;.. I r ( 1 4 r, F d a , h.,,..I ,. ::5:,`;r j j a/ �,, < r rr ,°1 . '1111,,,, ,,,,,,,,,I ,.,...,...., g g e Cp `- i i t'.*. i t l ! r�?zN3/11 z"r��7Xr`� ?,,, �`` ,.! a !j p d , t va; 7 a , "0i y " G 33.25 G 33 31 > \ .. ¢ ' i s .,, „ '+' t 1 7 A�y r: aa' ars r'�%a"f'r '"'r P a - € d�(J 13 11),z�J �L;,y- g JI ;/ f s I s t j -_1111,,_ t }i r / >q a y� a ,v . "�, 5 1°`';sY,. �^ "'ager.;: 1111 " .., 1.111. 11 ,4 s �, I }! _ t , , xsx , .sr'" , a ,u, '^:.: ar n .; �s -far ,�.r 1_ .. .;, ,: 1 ;r d�1_ _ „, ,.. '. _. ,_ 1111. 11 i " ' 1 -Y 6 4' ,k s I d 1 G J1 8d r,k u/a s r a r :. 33 21 ✓n r v I / '3 f 1 2 } :, ,. ,;,, :,.-., /„ , ., n, A, _r. ,, � _.rt.. A, a1,,. dd .zn,e.... a v 1111. C' I ., ,., t a r d..», .,_r. �.{.,7/.._.. _s ,. 1111.. ,.. 1 'f,^1,11'7,:,.,r,,, ,; n s .::1 'S 1 4i ,M`1,1.. � / r ri` € G 33 8U � ! t z f g tib U -j / t jo f f„ I 9 '' I� f f as rtt x 7 1x7 r F a p €tzv ; A a afi 1 i i/= Yt€ ji j Ik�a'T fitla'�s ex m ?� x mt ✓'� 4 /a rt',,r 9E„ �lA w �rr� It! T 7. ("i/'J I it + Yr 7 s^7 ;4 d y .7 rf , i sx ,4T , n,, 7«. d (ty ?f r f �. I ? f { i >< ? a - 4 u .r # - r v r T/: t d .r a f r =i ,. , 3�r' a 0 I l jMEG3314 fa i, Utz i q r 1 ,<"7 q x r 6 0 „ / ?s`1 } �� s r A 4 l z 1( r rE a r As. e a, f s / bby,�„tir i�@,"yr, A 3 p r wh f { 7 'iv„, -9 �a d :$u nx�t, t E(}„ r/ . l Y& l T1s, s .. ,rr r ..i / '`O, .di v,?.., 63248 ;� " a k e' v ;; G 32.42 �y 7,.. , ,r1�,, .. 4',;1x 7 ' % K ;' i J •, / I <• 1 ) n - it r i .' j ✓1 ;1 a ,pts 1 ! xx \b' # a r.. 'r ¢ t s 1 ' P I t .? .. r1+ B a,'14 ... 1111.» .. ! �§i'` n' r IN,7" . ty { �" r -`r-'" a %li ? ny y'y % ..::� s ,sl xr r i Sxa read :s x �E „ 1 J I s t !.M .. �, -, ,, ; 1.1.11._ ,....,,.,,.:... ak ea ;,,:x`r sl 7 a zr G 32 61 'i -1111,,,r a . ILAY r j f r ,3 i" e=s' s','}r' : � �6 .t'„H ,: r.w1/,� 1. .°.r. '=zr::' •� .. x ;'a Ksz x,r NI a, fig' 1 r y ;! .,r,, '. �, ik”, , �r rs.a: I MEG 3141 r Ftu fir,.. ea d, I f a' I �»,. ��S a 1 ,...,...,,,. P 'i ., a. `) x ay rr ry A� 1 i ,r} y r ., ,, "j a p �i-,. "5 1111 .-, q, .. rs orbs 1` :r atr a p_:4: :r y „»I s ,yP'..:'f.'`11-6,, r f,;,_ "' , tt' , 4 t , ,.? n I v°,C z;.�a. ,';�'-.1,. , `) n+iA°D ," ,.-1111„. A. ,q�p 1 „;r. , et::':; .6 ,I.- p'1 ..> r".,, >�,, qpa ' 1 1: r ° iA . ,.a e,J, ,,,� , „ „a7',- „ ,,. , y..s� 1111_.:; �"..,....::. ,. »;1 - Y J'• : 1111 4`.: �, I fl3 9 t.."a✓ e„ ,l y }l < , r" +,vac b° ¢ 1, 2 ,.�,y,.. ,•:..1,.. 1' - 0c✓”` } . 1,,.,., n ... 1`)111:,. '�„ „% ,O! i s "S °4 E s 1111, 1;111 ,. .z.. i 1111. ,3 1111.: ,.1�.,.✓,.:»........ ,,..,,,.,_..,.,.,., ;-; 0 r .....,..._ to .,, .} , ;, ...,,.,,. ,, wb 1✓, t nl' , 2, q4` ;^. ,11,1,...,,,..rJ .y., r' I ,,. a - , 1 , ,. ri,,,,,,,,,,,,,,,,_.....,......,.,.,,�..,..;;�'•,., .. 1111 ,.. ,, ."r` "f" s.._ 1111 ,., �, 1111_., ..,L,. 1111 ,f! > @ ;i4)' 4y „r7�, <„Hq`"rte 3 e „ ) € _. rk 11;11. i E' la}? % t , - i, f(l% ?ri„ll✓- r MEC/31.34 a ak . I o/ r'° x -I,e. '/�'p'� p'/"(gyp x 4. _5; 7 ( a..:3t,. i` rr'6#” F ` .,, `� f JP- LL.. =1_9, J6 G ..(>r P p //3l t z"r , .„� - I r 11 r }° q. A i t r-. ,7I'll 6 Ar1f/ilio bf N/l f 1 t )I q'd /z >'f•3's Pe f 0 F l (S .,:"' .,r pi 3 , rk+; ;;�O / t riTr i /, 7()F' fl 3/.8.2 .ti , �y. - MEG 32.18 I a ,� rx. � r,' I f1 IN!✓ �6' 74, (/877 ” % I 95/ r,' f-- fNV ?ra.15 (1,� f G' � P! � ��\� � �� MEG 42.14 fr V� 11 I , r, /` ,r Jh '+`vb'5 .r \r� `v:� .sl' ,,. R a u' "r °' f✓ 1r -111 I I. '" .� _"r it tk _,' „re;.! „, .r y6. }tl ,)/E „,} f. / i ,��^; ' f7N., a ,..-'(>b' -_»-__-.__ •t 1 f1t o „ I s , a Roo p p'p , 1. 1111. d kJ4//`,FY!-d x16 °✓,......,. Wp .rr k $, ,,):i ,4 f,x't ff 3�4� p, °it 3* sf�'''/ 'I' fi �Y3 $w¢ rN"'•° ® "v,q,. 11 3, V J- 1111. (»,d3rfVM_(7f 1,3 /J40) _, Y \ a 11.11 i __.. , ...". _ _, ., .., _-.-,--.. r ...r f ! II yr 16 ° ` t/ / , -% 4 .,4 I a i -1111,.. t$l C 1'r a � l k`\ / _ �a gn`> M ,'°,x ,' 101'f!.-..Jl,79 " p 113 °`f' _ �.,, 1, - _ ✓IT � , a;; µ Vim: f < , , ° ' - / ' /; , ,r. w r ., fr 3 A,v V"`' �,. �. 1 '" •,, ""' ."3.� m "' 1.111, °� It fN 1✓.,.% (1! 1C7,// w"` ,r r, ,4h , :,: 7 - 113' //,,I § �" k ..A9,'/' d' ' S) / J 1 1, / ! rnvj ib <r y „ 4i I t "S 1 !e �„ a ,., 1111.-„ r \ � ��°` a ,,e., ^- 1 /Fr raF ,.J b r ,, 1 .,, r ,� f A 1 a. + a'"?,�Itr`f, I"�if,1 (,r#'.le°1#krin/.e' , --'s '�" ", a f �°" j(l , p as a u ,>"` a .a",6 f 7,„ ' t pr , ; ` r Tim"" \. 3 I § �,' J t,_... ¢'kr ,a U , ✓1111 / Mtl&:/ f�r,,w/( E) I i"„ ✓"� f q rt 3 k P C/1/0 lly/11�f(V 'k ,� 5 e'" i^ f ,.-„", I 1 .y,. 1%:a I r iv}� �" , E a °Y7 ,r 'i.. `t // ,� 1 / '� lr' II / / Ja ;a , ) .r r// �” � hvvv 26.31 (; ft f i i Y `- a ..r' g 7 /r 1, r A /`t 1 ( ::,, 7 i 5,1 - r. f .p / ,r'1 (� �� yy , r / Pi' p i Jrrr -'�"' �/ 5�x la,„R d / '�✓+..J flt lit ira .^�,r �' " � 1 7 ,f 6) t/ , Av,p f Pf f'' I �j J I „ r7 '."a p ,,-0# /se'r "�,�, 1111,! 1 ', \�1,, t', ,/ r„y, ,,- a e i r y ♦ , � ! ,rr �/ Z, ' i ;fit ® 4 f ®.s ."4. , 0 + __ p 3 ,/yry ¢/ ,r t 8 y a °_,,` O „� [� f , ,I r f / & d ,a+"°k I, t1 1`ati Y f;, y`' � . -"'r 3;s / /! t ; ` /, s -., 111-, rx 1, "' ",, ��,- �, i., J,Y 11 r _ qs t „ h f ^1111 » "Y f ASS _1x,„.11 ,, ,. „ 5 r i 1111 � �` �i`J a. X' 1111 ./: ! r / 1 :< r tr t 'l ? r 0 r/ / Jr '2t 1111,," 7 , / > / .:;1,,., h),• -1 "✓l 1 15 " %m ` V a / / � r' r // ,, 11 �jF � . N ?X r '` it P"gY✓r ,p i a ��. N11"', PF /z 1 3� #5 �r r 4 , ,F / ! s 11A '� it/ '/d`" �`I"�I 1 tr''d �l I'1 '?. !`�YY✓ I ,'fie ` c `gid' .��,< e1 i , }� >`�`;, jl `s'', LOT 4 ,��rc// f3�r,�A -v ,- // r j,� '� trr�rt��, t� / / x/ j� ; I , 8'..3, e'87( i) t,l dd ori ",, /s J /'/ f, J 1 n,, >.. t if / /4,11 r, � 11 (1. e ,51, PG 100) Np l �-�h, �a (1,� `f�6'/'� \ � ,'' �� ,,' ,,'1�4, `l 88 I„r ,, ' f�1V/#?l� 11l�/� 'Al', LLC pI � � ` ° 111 � `� � ,, f f' �� f � y IV �,F,r� /, d I l I/ d° , /I 1,i & 11 9D)t /Jr { fl¢ i I rrou"lli // ,fq�wo w"'M j, , , ; r°j , (4/T,?F�J" 1x3;° ,`,rurr - . � np1 t / ` , ��j I f. /d / / s,ra� H:A2017APL1'1700S'IADRANINGSVPLAN SE'I"SVI=L 1-170031 CPO. DWG PRINTED BY: AXIONS 11.29.17 G 4:'11 I'M LAST SAVED BY: JTAMARGO 0 I, ?= (u)(m)(p) a=y2°5_�q'Jj')(m)(p) 1 cv .vjcJ2)Jv),plr(2v) C11 j. 9 71r2v),(, ) --l-OUM, 4�>V" Cay (1/0 l9) . .. F0UX9 ",'W C (110 0) 0 -j6j 70, r2W)(P) .fie=5 ,0 a pl),(p) — 0 c, (6.= AJ70JY)J2-E,(J ) CJI,=J'JJ'7 V, 7'1V),h, GRADING LEGEND REV I EI , 2J „n'J 1 I............. A'1 �� , ..... .,,,:...1111--,,„.,,,,,1 J�,'!.....,a 1111,,. . ,.,.,,.,....,. „.,.,,,1.. ,.- ,.r- 1111.._. /r. ,. 1111.. 1111. 1111 1111. .... .. 1....111 .._, 1111.. _ _,___ . f -s' ..,.»............. ..... 1111 , ,,.,,...I I'll ,,.z.. ,,. �j <C 0Y U J �- J LL 1�7 INLET ('11C?�T/:_,1gt°1” �fg�j STORM _. MANHOLE ?1C1`7r'flia,�„•`1 r-_. _ ,f r:y 3 _,...1 ..1_„..._ .................__....,........ r !1 \ _.....__.... _1111. _� __�, _,..,,_�,... _1111_,._»-__ j rq 'I'll) jj9 .�,.. J x.. J) . ,,.�... _.__., 1111,, .,,,..,, 1-11 .. .,.,�„ . 1111.,1_ / 1111,., .. ,,. ._ 1111 „"1111,, . ..w_ »,-, ,, , r • ,1 3,. , / // / f ,` / / /// (sum, 6l1 w ;,,./,'q) I i •) I \ , y I,) t ,,__11 ,., k ., r �3 »,. 1-1-- I ”' _ 1111 -,.1 x 9 f /l!1v=.-,_/,6j (l`i`r?66 ) fr'.) a ;fit TOP c1__U;3..,eg S INV -27,41 1� fl �' / -1111 -- - f i _. 1I'll 1111 t } j§) } 41� 1) / t __ __ , - ... _, -- 1i- �� ', — _.. __ _» _ _ w, r{ 1111. .-- �._ F. " .. ,1. y, ,!J€ i _1 , r ti ,// ( _ d` r 1`1 ,I 17, 32 } 1 MEG 32 54 _, s 3y nOxy 4[- MEG 32.77 �'Irm �. #^r ,`j J {i pals ¢t r ...x, { t r r n a s ry"'r',r19, x next I _ _ ..,.P 4 r Ir r x ' r •, ra3y a fr elb. i �`i,'x `i:b� ,a r ::a• rx b N�'r . x P� W t & ((" ', �€� r L] P.T6� '* d, `i'' a 'f ,,, y1 �i �, t 14 t .m„ y r 1 -� FT E ® Jr nA '� ff� i ry a . ... 1 ;j `, _', �"� 43 ,,,, _, n _ . i_ r) V f' j! yf' t �, j ),1 . `7":%r 4 e F S f r f .'r ' r` ro a� : ab r=� {w : 4 l•, _-1111_. _._..-.....__.,,__...._ P w , 1111,:_, v y ..;_, } 5: t A - b -:.�# ,:. , t� `� ,� � 4 _ i ,..:,;.:,,, . {? Ors br 1/ ( s iha 1 5'e r s^v,`nar iJt s,: a �, ^.:, r s y , <a• �," = r_syb, �.x,.:,..... ' /f e. ?, o%" , t:. :�'ll 4N -r �: ,, � k/r � � a sou a e r ✓ 5,' f ^ ,1 " �� f, , \ ;' ; ✓-' I r a cra �7 ( r nrurr # r 1 ,, ti G 32 86 a / 4'p ,5i; � n n,,z„? ,c. 4 , x +�' .-'M� rR t,°d , � ._ to y a a" >^`•; �•�n* , t a� .+ n ,+`i•- `, I i r r ? ) A 4 r 6+�; 7 �ba b 4/, C :lX r *, 0 f 1 I .T rn w,` rl y43 � y1, z f,,..,,, pl i r, - i r a ,r q a 111 vat rt a 4 Kpl " MEG 33.14 i `t i , '_' r �' f,JEG 33II,.02 G 32 95 G J2 90 MEG 33.24 `., ity o E nr , MEG 32.72 ', i z M E ii 24r/y,,, , , ,, , , .,_. , p1 r",$,}1111,." ! rc, l� t f - - ' . _ � v — as_,_ � e y,,..,,,_. ,1,y E � i { ar ,(.s : n I f i ,k) 5) ata m ' z; ..-.-•-,i•,-, ww a a_ so . \ -e, t .y1 ,. ; I a, 1 I G 33.38 ' . f w , ° °.t rte 1 I • _,-1.- t iSe!• Y F G 33,00.. o w A ,.. _ s: '§ ( 1111 ,� �� n G 3 ,81U J.`r':^': i r, 'f - -..R:,. .,:,.�—,;'� ,rz..,::a°s.,c;:..s.-rra�:r>un. ,.rF.;✓ a• k II I# /'. 1 a+$ �} 633.66 „' <- r1 a j t G 33.12 lf_€ G 33.48 4 - a1 - 11. , a, • I.F )a'- a1` G 33.0811 �� 1*," � ! ' :a" _ „ .. _._ 1111--_s, $ z 1 ..... 1 a 1 ,. -1 k 3 1. ..� `„r 1.,:."., . x".. --~._ ire. I .,+ ,, ._., 1111.,- -._._:-> r; � /,r /, , .: _�., -._ 1111-1 „1,°��_»».,, � k 4 It I ,.,°✓ ! bn`w.""lr r :..: , 1 ,b'' w I e w I# I i ! I 1� I # , a :I I I, , ,rte, If IE -y krA i ! II Fye �Nr xr � r 1 &I ci , , ��°°��5��'��'/1 i 6 �,�) 444 E! r, , r 9 1^ ) P `4 1f , 7a 1111 tlI I ! . I,; ®® (� MEG 32.55 egg Y 32 90 G 33.()U ! t �6 _ :. r i `' MEG 31.18 TC 33.39 G 33.47 45 ll ' F ' t d i' , E ; r e sr 32 89 l = �. f l t i I , .,rM I 1 I y , ,. I. Is -sles, _y'-.?'d„rf rUAfe/, , IN All (,, /I, �F , r/,... 6 i> .e) /l, �,.,. a! E : I I 6G 6 *'' @ i' d '5�.. I' i t I TC 33.51 z 1 C .,w.,. x 4 gg f� i I €x e 6C 33 U1 '” `){ : y' • r tl I' „ 5::, PROP TEXAS ROAD I :,a 5 r £") I . iI I i TC 33.71 - G 33.90 i+ .4 1" G 33.85 » .rw, ,.,...�..,....,. _ »1111 _.., „,3 /- r,1lGI`1 11,/i r=-: ' - f3c 33.21 ' I r FiOIJSE � f I 5 11 0 ,°' i f 1"d3%J Yf .-"'�J {, 76 �1 F2..431 � � �� f ; ��q � i�\ A l # , 1 "ro f4✓ L.. T 33.71 ;(. G 33.90 3 ?/J `„i "'< ME7,�� si is 1 y ; , r, Ifli� „i` , .} ., C- t_3 0 ✓” „(y ! _ �, f, •C3 l ,. �,. -111:1, 3' tyr 1 rJ fIl -;?ff O ;4 F6,1 ♦ /7, H# f3C 33.21 "1. ;.: - _ ' e F. 3.9Ct� 0 1 If ;f r/ ' ,, la dr is r:' tx n; �, i :4{j�j 633.9() tV, I` aN I c`"�; W ti:{{, Fs 'w.a., ,<i,.d., , t E; f,(„ , Px� I I_ r 1111 E 4 ! i s ,:G _ ,1111_. 1111», 1111-.._ — """"" '1111.. _1111., _1111... -._.. -1111., ... _.a 1• ef:, 0 y ;7 n i, "!. r ¢. s✓:'`. ... , ...„. 1_111 t1111 1111. 1 Y yn ..._ .. 1111.. 111_1,- .,,,..... '- l,.a.,S ",,, '-„ € € , 11•i .9 a >5, a ria r f r I, a 1111. .. i 11 t „ [,c,. ^n. , p r,. 111 _ _1 .",: I ..,.i er r, s, , I ,, s ,.. r -,a „< .,,.1 r . �� —.__1_„_11_11. 1' 0 ! r,f�fl F�?,.rl7r s s _,_,._.._...._,_»_.,._._-__1111,. _: ,.,_ __ ,..i r �! ( ' t;�,y ..d ..a,., r4 ,n ,, i( , , i � ,......,,..»,.,i s; zA r z. m �': r, a r J / t I t Til fl_ - >,,ci2 '1111 ± ri / :;: 1 ' ,. ? ,.3 ,,',^ e`er• ,,rt„ � � f tp f }_ � ' j x ! / /lfV=,?X� 1a%G/ - '( ! � i.s t` ,,: �i I ( � �. r � , .» 1 , n ,ys) •'� r F et s F ya .. <e 1 ' 1 r t r :i } f' 61--X,f3 (1,� /fGli i I € ! 9i 1 "w i .�,.,b # s, q f ,. - q �j p , r�/. r 4#� aF , :. y _ t Ck” r. , # g # 1f' = m, ! t,3 (d ,5,,,,,er, ) l y g' P f M } }! "� l! : I a/ f'^trvw. � ) ! s ! A k , .,m i 19 , k. 1. (' r ,,.ae. k,r �.. d ! i Y r 4 „v,"s::'�l'tn',..p: ..,._ CS..,.., 1111 }::: ,. 1 y 4.;3 ....1 {.., 1111... .. f E J 3 P. ,-nye S h b b.._ >".0 f y a � gq , _... _..,a,. .&_,,,.,f_,..:.,.::k .,1 :.. .::.: .. ... .. 1111, ... ,at -3 S s' , ,r q cc .e,.: .., .,» .:: . ... ... :. .. 1111 1111 �< , 9 „ „•� aA :.,_..,,, r r..,,, p, 4. .. 1111. + r, ,,, I I r I! i r . x �3 ,:.__ �; 1 1.111. s.+: .. __...r.. r k t 1. 1111 1111 1111, 1111.. ... ._......... ,- , 'x , g n (. , .,. ..,.,..»..,�,., :1111 . , E 3 ,, ». 1111 J , -.. _. 1111. _1111 ,. ,., ... :. .,v.....,.. � t 2 F. 7 c I 1111. v- r_..v. , ,p , - ' . „.. ._. ,. 1111 11:11. .:;.;+� _, 1 4; ., ,. ,1,..,.."1111:. ., , , , ,1.1,,,,,,111.1111111111-11111" ,,, 1111 !. ,r i:xa , 1111 F. 1111 rt, , „;av vie::�" ,. :: 1111... a ".Y'k: k. , 1111,., ., f ..a ....... ........ il'.. , V'� 3 , 4 f€� p, &;, yF, 7I/ +y k:.� 4 2 g ,. @ a d v' aw �° j! f .y4 i, sr x „, E. - ,,,.., ..�...... ; „ I b - �, F u r ...,..,,,_,._ , . .€€-1 C ,,;, _,., .„,urcn awns ,I:, ,ww assn:- 1111,._. ! ._,.. , ,, -"',""=-.,. ,, , t . _ I ,. „ a l G 33.40 , c 1S c c � 1111. _, =1> ,,, I l y �5,,,; G 33.J0 r, a1 to L. y „r:.r7"...:.. s a .-. -f GJ ..,a ....... :... ... !: A e J. , _ �. , 11.11. .. a .e .., , s G 33.90 1,,.111,,,1. , r �._... 1,_ -,.,, w A a r 11.11 t a,,,,,,,,-, 1111- G J3.�0 d r, 1.11.1,»„ n , - - :� ,.r✓. ., r., 6 tt � ,,, a, ,_ 1111.. „ ,...,,..., t r r ,Try - .. .1,f.. _. r,,.... . , .P _+ _ n r , .,. 1111.. 0�r n-,,, .{ ✓ ,,.� aa. 1111:.. .e x -„ r. G 43.10 zi.., ni.. e' s.o 1 t 111_1 ru..�. _ .. ,,., ,, a', 1111 .. , r. 7 � . , d 1111, ! a. . s., ..4r. .. . ,+..1e_, � _ i` _... 1111. . „ _ l /f w Win. .,. I 1 a „ _ C I, r „. .. .,........,. »,» ..,,..,,..,._1, ._.....,.....,., ..,...,.,:, 111°1., ru. .,..,,..,.1...,,.;. ,..,,.,.:... - __::... _ ,...,. . ., ,,, _„ m » ,»:,: », ., - �.; .,- o.. v �' : e 1111.., d .. ., „„ < ' ,.» w f ,. ,.:.: { A_ .. +.. u, ._.�. ' J - »., ». 1111. 1111» _1111_ 1111., »,�,. _ .,_� 1 a..: 1111,, _ , j(__e 3 `�^ a:�r16-„ 6.,2..,4 :r-:: -----.- r J1,' "a f.'ri, : 'Y', "i „',rf,».,:s,va,.,._ .,, ..,: "" .,,.r,.;,�..., :`e:ae:. f::.�.;: .. ... 5 , J v „1111,.,. / { ,. x1:7/r: ,',yp.... ,'y/.,,:C.., ..h d..,..,:--. a 1 a Pr �}J ,. -t, fk. SS ...,,,., ., y„ , 1111. -. _ a € • 1111,.: , , , 1111:: , ... 9 G 33.80 r • '::111::1 1111.,, 1111, . c-.�� „ TG33.l� .111.'.” ... ..........:............. �: r �, ,T� ,.....,1 ",..,,,1w;1 -?:.,.,,,^1., ry° I' i MCG,1.1.61 /,j:: a 6 6 • 4.. ;, 11 i >o s � j, _ - - ... a< _ ;. BC 33.25:':::, x::. _ - 1w _ to - d r., r ' \------- -- - U 3.25 a of x ,;:.. I I# 1 Il I ! / ai s3,`"'a fit�.fF ^.'er �?`; tPrkNY".7 V�!� s `zd,:s�,;`,F3 f., -ill , € / �,,.,. �,u...m..�, ii 4 „^,,,, r a /, i, k } TC 33.6a a "' TC 33 71Q rr r,�tF n 33.60 :k�..a, I - ” °oy �`- a € # I ¢ i Rr;,t ,..;r,,r°''. ;yfi, t „7'Frw.;1G " , .,, ,,::;:';.:.•. Tf,' 39.8»1� . / 1f 'i 4? ,» } r -1118633.1_1✓' 1 1 111._ ! dC 33.1., ✓a err or ,' , \ 8 a �__�xp,r f BC 3J 15 t u of:a + .,,,: 1rwa, lam, G ' r x� ..................... c, m ? ° ..,, { 1 G J3,15 6133 09 ✓ 6f q ; ax r ✓�k < r �r`� xw .I I s'a r .,. I _,.�_.,_' _�.._.�--" 9 3 >sT ��/ F..:-� ,° .r. l..:=-5r,+x .s", r x r.,,. .., :: :'I.:.::',u::,.,. 4 I I - p3, a w , ^fir, , . ,.Y:,°_. ., , .s .a �a. 1 t 1 1' I Cs1TCfa FA,7111__. x a cy .,.,.,...,` ' ) 1- I t { e ``r r7; ; sr 8' r,r< x ^r rc . ", r N , y r t i :. r w, + i. ""...,_. rY. ` 1111. 6 ......... :': „ { } a x a5 rG r r u/ r ;s, .:...... . 1:111.., z v •'•' 1 +l ..�° li tt { • s , I, / r� J 1. %% , € ir,r �sc::mr�}=" r, r"�r,�zy '�s .��rt'�' s k . r;, i 9'3't y 9 " 3'�'r ., �'.\ . ��,�r: ':: �r f ,_ ) i f ; 1 € -- f s .i n^ r r t Viz,.. , .. , ... . \ .' ? y f s (i 3:3.07 kt �1�.,r"s>s� r,. >' a, ,.2 r &� ,mss r. `:r r .....•.... . ...: ......��,<I .a,. , :,e " i ? d r > r ' ... i IN INV --26,. 1 a J Ea 1_111, 1 ", a z f s fit q .ter r/ x, t....::, .`;.::. , :'111 ..:::.a, 1 11 q // ,..,,...-.. ': kl ( „ % 1111_€ .�, d i € lart,s'„'n',i'"'%`Ir etX srx^sx., �ra3rr�'srfihF,r.'' ,:, ,. 111,-1. Il. t 'i t --.. 3 _. r �• f� 3 <• I t „n - "� : r ... ,? s rd t': sem I,5 . d , :..... •' :i°::::: ' ,% i' €I l V= -2u,;/1 1r 7?(' P {rr r F d d� .:, t : y / .r ::;': a:; :;:;.. I r ( 1 4 r, F d a , h.,,..I ,. ::5:,`;r j j a/ �,, < r rr ,°1 . '1111,,,, ,,,,,,,,,I ,.,...,...., g g e Cp `- i i t'.*. i t l ! r�?zN3/11 z"r��7Xr`� ?,,, �`` ,.! a !j p d , t va; 7 a , "0i y " G 33.25 G 33 31 > \ .. ¢ ' i s .,, „ '+' t 1 7 A�y r: aa' ars r'�%a"f'r '"'r P a - € d�(J 13 11),z�J �L;,y- g JI ;/ f s I s t j -_1111,,_ t }i r / >q a y� a ,v . "�, 5 1°`';sY,. �^ "'ager.;: 1111 " .., 1.111. 11 ,4 s �, I }! _ t , , xsx , .sr'" , a ,u, '^:.: ar n .; �s -far ,�.r 1_ .. .;, ,: 1 ;r d�1_ _ „, ,.. '. _. ,_ 1111. 11 i " ' 1 -Y 6 4' ,k s I d 1 G J1 8d r,k u/a s r a r :. 33 21 ✓n r v I / '3 f 1 2 } :, ,. ,;,, :,.-., /„ , ., n, A, _r. ,, � _.rt.. A, a1,,. dd .zn,e.... a v 1111. C' I ., ,., t a r d..», .,_r. �.{.,7/.._.. _s ,. 1111.. ,.. 1 'f,^1,11'7,:,.,r,,, ,; n s .::1 'S 1 4i ,M`1,1.. � / r ri` € G 33 8U � ! t z f g tib U -j / t jo f f„ I 9 '' I� f f as rtt x 7 1x7 r F a p €tzv ; A a afi 1 i i/= Yt€ ji j Ik�a'T fitla'�s ex m ?� x mt ✓'� 4 /a rt',,r 9E„ �lA w �rr� It! T 7. ("i/'J I it + Yr 7 s^7 ;4 d y .7 rf , i sx ,4T , n,, 7«. d (ty ?f r f �. I ? f { i >< ? a - 4 u .r # - r v r T/: t d .r a f r =i ,. , 3�r' a 0 I l jMEG3314 fa i, Utz i q r 1 ,<"7 q x r 6 0 „ / ?s`1 } �� s r A 4 l z 1( r rE a r As. e a, f s / bby,�„tir i�@,"yr, A 3 p r wh f { 7 'iv„, -9 �a d :$u nx�t, t E(}„ r/ . l Y& l T1s, s .. ,rr r ..i / '`O, .di v,?.., 63248 ;� " a k e' v ;; G 32.42 �y 7,.. , ,r1�,, .. 4',;1x 7 ' % K ;' i J •, / I <• 1 ) n - it r i .' j ✓1 ;1 a ,pts 1 ! xx \b' # a r.. 'r ¢ t s 1 ' P I t .? .. r1+ B a,'14 ... 1111.» .. ! �§i'` n' r IN,7" . ty { �" r -`r-'" a %li ? ny y'y % ..::� s ,sl xr r i Sxa read :s x �E „ 1 J I s t !.M .. �, -, ,, ; 1.1.11._ ,....,,.,,.:... ak ea ;,,:x`r sl 7 a zr G 32 61 'i -1111,,,r a . ILAY r j f r ,3 i" e=s' s','}r' : � �6 .t'„H ,: r.w1/,� 1. .°.r. '=zr::' •� .. x ;'a Ksz x,r NI a, fig' 1 r y ;! .,r,, '. �, ik”, , �r rs.a: I MEG 3141 r Ftu fir,.. ea d, I f a' I �»,. ��S a 1 ,...,...,,,. P 'i ., a. `) x ay rr ry A� 1 i ,r} y r ., ,, "j a p �i-,. "5 1111 .-, q, .. rs orbs 1` :r atr a p_:4: :r y „»I s ,yP'..:'f.'`11-6,, r f,;,_ "' , tt' , 4 t , ,.? n I v°,C z;.�a. ,';�'-.1,. , `) n+iA°D ," ,.-1111„. A. ,q�p 1 „;r. , et::':; .6 ,I.- p'1 ..> r".,, >�,, qpa ' 1 1: r ° iA . ,.a e,J, ,,,� , „ „a7',- „ ,,. , y..s� 1111_.:; �"..,....::. ,. »;1 - Y J'• : 1111 4`.: �, I fl3 9 t.."a✓ e„ ,l y }l < , r" +,vac b° ¢ 1, 2 ,.�,y,.. ,•:..1,.. 1' - 0c✓”` } . 1,,.,., n ... 1`)111:,. '�„ „% ,O! i s "S °4 E s 1111, 1;111 ,. .z.. i 1111. ,3 1111.: ,.1�.,.✓,.:»........ ,,..,,,.,_..,.,.,., ;-; 0 r .....,..._ to .,, .} , ;, ...,,.,,. ,, wb 1✓, t nl' , 2, q4` ;^. ,11,1,...,,,..rJ .y., r' I ,,. a - , 1 , ,. ri,,,,,,,,,,,,,,,,_.....,......,.,.,,�..,..;;�'•,., .. 1111 ,.. ,, ."r` "f" s.._ 1111 ,., �, 1111_., ..,L,. 1111 ,f! > @ ;i4)' 4y „r7�, <„Hq`"rte 3 e „ ) € _. rk 11;11. i E' la}? % t , - i, f(l% ?ri„ll✓- r MEC/31.34 a ak . I o/ r'° x -I,e. '/�'p'� p'/"(gyp x 4. _5; 7 ( a..:3t,. i` rr'6#” F ` .,, `� f JP- LL.. =1_9, J6 G ..(>r P p //3l t z"r , .„� - I r 11 r }° q. A i t r-. ,7I'll 6 Ar1f/ilio bf N/l f 1 t )I q'd /z >'f•3's Pe f 0 F l (S .,:"' .,r pi 3 , rk+; ;;�O / t riTr i /, 7()F' fl 3/.8.2 .ti , �y. - MEG 32.18 I a ,� rx. � r,' I f1 IN!✓ �6' 74, (/877 ” % I 95/ r,' f-- fNV ?ra.15 (1,� f G' � P! � ��\� � �� MEG 42.14 fr V� 11 I , r, /` ,r Jh '+`vb'5 .r \r� `v:� .sl' ,,. R a u' "r °' f✓ 1r -111 I I. '" .� _"r it tk _,' „re;.! „, .r y6. }tl ,)/E „,} f. / i ,��^; ' f7N., a ,..-'(>b' -_»-__-.__ •t 1 f1t o „ I s , a Roo p p'p , 1. 1111. d kJ4//`,FY!-d x16 °✓,......,. Wp .rr k $, ,,):i ,4 f,x't ff 3�4� p, °it 3* sf�'''/ 'I' fi �Y3 $w¢ rN"'•° ® "v,q,. 11 3, V J- 1111. (»,d3rfVM_(7f 1,3 /J40) _, Y \ a 11.11 i __.. , ...". _ _, ., .., _-.-,--.. r ...r f ! II yr 16 ° ` t/ / , -% 4 .,4 I a i -1111,.. t$l C 1'r a � l k`\ / _ �a gn`> M ,'°,x ,' 101'f!.-..Jl,79 " p 113 °`f' _ �.,, 1, - _ ✓IT � , a;; µ Vim: f < , , ° ' - / ' /; , ,r. w r ., fr 3 A,v V"`' �,. �. 1 '" •,, ""' ."3.� m "' 1.111, °� It fN 1✓.,.% (1! 1C7,// w"` ,r r, ,4h , :,: 7 - 113' //,,I § �" k ..A9,'/' d' ' S) / J 1 1, / ! rnvj ib <r y „ 4i I t "S 1 !e �„ a ,., 1111.-„ r \ � ��°` a ,,e., ^- 1 /Fr raF ,.J b r ,, 1 .,, r ,� f A 1 a. + a'"?,�Itr`f, I"�if,1 (,r#'.le°1#krin/.e' , --'s '�" ", a f �°" j(l , p as a u ,>"` a .a",6 f 7,„ ' t pr , ; ` r Tim"" \. 3 I § �,' J t,_... ¢'kr ,a U , ✓1111 / Mtl&:/ f�r,,w/( E) I i"„ ✓"� f q rt 3 k P C/1/0 lly/11�f(V 'k ,� 5 e'" i^ f ,.-„", I 1 .y,. 1%:a I r iv}� �" , E a °Y7 ,r 'i.. `t // ,� 1 / '� lr' II / / Ja ;a , ) .r r// �” � hvvv 26.31 (; ft f i i Y `- a ..r' g 7 /r 1, r A /`t 1 ( ::,, 7 i 5,1 - r. f .p / ,r'1 (� �� yy , r / Pi' p i Jrrr -'�"' �/ 5�x la,„R d / '�✓+..J flt lit ira .^�,r �' " � 1 7 ,f 6) t/ , Av,p f Pf f'' I �j J I „ r7 '."a p ,,-0# /se'r "�,�, 1111,! 1 ', \�1,, t', ,/ r„y, ,,- a e i r y ♦ , � ! ,rr �/ Z, ' i ;fit ® 4 f ®.s ."4. , 0 + __ p 3 ,/yry ¢/ ,r t 8 y a °_,,` O „� [� f , ,I r f / & d ,a+"°k I, t1 1`ati Y f;, y`' � . -"'r 3;s / /! t ; ` /, s -., 111-, rx 1, "' ",, ��,- �, i., J,Y 11 r _ qs t „ h f ^1111 » "Y f ASS _1x,„.11 ,, ,. „ 5 r i 1111 � �` �i`J a. X' 1111 ./: ! r / 1 :< r tr t 'l ? r 0 r/ / Jr '2t 1111,," 7 , / > / .:;1,,., h),• -1 "✓l 1 15 " %m ` V a / / � r' r // ,, 11 �jF � . N ?X r '` it P"gY✓r ,p i a ��. N11"', PF /z 1 3� #5 �r r 4 , ,F / ! s 11A '� it/ '/d`" �`I"�I 1 tr''d �l I'1 '?. !`�YY✓ I ,'fie ` c `gid' .��,< e1 i , }� >`�`;, jl `s'', LOT 4 ,��rc// f3�r,�A -v ,- // r j,� '� trr�rt��, t� / / x/ j� ; I , 8'..3, e'87( i) t,l dd ori ",, /s J /'/ f, J 1 n,, >.. t if / /4,11 r, � 11 (1. e ,51, PG 100) Np l �-�h, �a (1,� `f�6'/'� \ � ,'' �� ,,' ,,'1�4, `l 88 I„r ,, ' f�1V/#?l� 11l�/� 'Al', LLC pI � � ` ° 111 � `� � ,, f f' �� f � y IV �,F,r� /, d I l I/ d° , /I 1,i & 11 9D)t /Jr { fl¢ i I rrou"lli // ,fq�wo w"'M j, , , ; r°j , (4/T,?F�J" 1x3;° ,`,rurr - . � np1 t / ` , ��j I f. /d / / s,ra� H:A2017APL1'1700S'IADRANINGSVPLAN SE'I"SVI=L 1-170031 CPO. DWG PRINTED BY: AXIONS 11.29.17 G 4:'11 I'M LAST SAVED BY: JTAMARGO 0 I, ?= (u)(m)(p) a=y2°5_�q'Jj')(m)(p) 1 cv .vjcJ2)Jv),plr(2v) C11 j. 9 71r2v),(, ) --l-OUM, 4�>V" Cay (1/0 l9) . .. F0UX9 ",'W C (110 0) 0 -j6j 70, r2W)(P) .fie=5 ,0 a pl),(p) — 0 c, (6.= AJ70JY)J2-E,(J ) CJI,=J'JJ'7 V, 7'1V),h, GRADING LEGEND REV TCXX.X C XX.X BY SPO r 08/24/17 QC AA.XY � p ELEVATIONS F- I'll", STORM GRATE /� 11 <C 0Y U J �- J LL 1�7 INLET ll STORM 4, MANHOLE 9 -f'-l' ,f ',,Y'% ,Z -F fdd, r N2r.- a fi 6 PF r 46 { k to r_ T 1 ', � �, 4' r , Fr PROP. ASPFIALT r ra G P „s' 9 r bY,,, [ q, s m b Il_l ") °Xn /A,d°ar Via/ rx sC'"`�� rL�r��,ff�,W:r,F �a�B el✓�1 �,, 9'k'�6q"�"'r'Fr"i✓ !�v*�,' PROP. HEAVY DUTY r a/ate s�4 z r ASPHALT + N �, 2` r,,„. ,7a a� , 11x1 -mow FLOW ARROW r a � /ems,"/ 111PROP, BLACK " CONCRETE ,.;.,,...• .. 1111., fi 1111 ,u 1111.. .......,. r (> 2 U A PROP. SIDEWALK A .. .. : , � �y• ,. CONCRETE PAVING G AND `CrRADIN NOTES- A. O ES -A. GENERAL: 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE SURVEYOR'S BENCHMARKS AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUNDBREAK. 2. ALL GRADES SHOWN REFERENCE PROPOSED ELEVATIONS AT EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. "TC" =TOP OF CURB ELEVATION; BC" = BOTTOM OF CURB ELEVATION (EDGE OF PAVEMENT); "MEG" = PROPOSED GRADE TO MATCH EXISTING GRADE; T/W = TOP OF RETAINING WALL ELEVATION; B/W = BOTTOM OF RETAINING WALL ELEVATION, 3. THE ALTA/ACSIVI LAND TITLE SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. 4. THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHALL -TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF ANY SUCH DISCREPANCY BETWEEN GEOTECHNICAL REPORT AND PLANS, ETC. 5. ALL UNDERGROUND UTILITIES of_ IALL BE COMPLETED PRIORTo CONSTRUCTION OF LIMEROCK BASE. 6. ALL EXISTING PAVEMENT, CUT OR DAMAGED BY CONSTRUCTION, SHALL BE PROPERLY RESTORED AT THE CONTRACTOR'S EXPENSE. 7. WHERE ANY PROPOSED PAVEMENT IS "r0 BE CONNECTED TO EXISTING PAVEMENT, THE EXISTING EDGE OF PAVEMEN"r SHALL BE SAW CUT TO ENSURE A PROPER JOINT, 8, PRIOR TO CONSTRUCTION OR INSTALLATION, SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER OF RECORD. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL OTHER AGENCY APPROVALS IF REQUIRED. B. MATERIALS: 1. BASE COURSE SHALL BE ABC -3 PER F.D.O.T. SPECIFIC/; TION S. OR EQUIVALENT LIMEROCK THICKNESS W/ MIN. LBR-100. (MAX, 6' LIFTS) 2. F\SPI-IAf: r SURFAC.Co SHALL BE TYPE 8-11i ASPHALTIC CONCRETE, UNLESS OTHERWISE SPECIFIED ON I FiE HS , AND SHALL BE A MINIMUM OF 1-1/2" THICK, AND CONSTRUCTED IN TWO 3/4" LIFTS, WITH TACKCOAT BETWE=EN LIFTS, S o - - 3. REINFORCED CONCRETE SLABSS .,f-IALL BE CONSTRUCTED OF CLASS i CONCRETE E WITI-1 A MINIMUM� STRENGTH OF 3,000 PSI AND SHALL BE REINFORCED WITH A 6" x 6" NO. 6 GAUGE WIRE MESH. C. INSTALLATION: •I. SUBGRADE FOR ROADWAY SHALL BE COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DENSITY (AASHTU T-180), TO A MIN. 12" AND SHALL HAVE A MINIMUM LBR 40. 2. BASE COURSE MATERIAL- FOR PAVED AREAS SHALL BE A MINIMUM THICKNESS OF 6" PLACED IN ONE LIFT. BASE COURSE MATERIAL SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1000, UNLESS OTHERWISE INDICATED (OR LBR-•100). 3. BASE COURSE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 4. INSTALLATION E E S UN OF rH WEARING SURFACE SHALL CONFORM TO T EREQUIREMENTS OFTHE D.U.T. STANDARD SPECIFICATIONS FUR TYPE S -III ASPHALTIC CONCRETE OR THE LATEST REVISION. D. TESTING 1. THE FINISHED SURFACE OF THE BASE COURSE AND THAT OF THE WEARING SURFACE SHALL NOT VARY MORE THAN 1/4" FROM THE -TEMPLATE, ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED. 2. DENSITY TESTS SHALL BE TAKEN BY AN INDEPENDENT TESTING LABORATORY GER-nFIED BY THE STATE OF FLORIDA WHERE DIRECTED BY THE ENGINEER. 3. ALL TESTING COSTS (PAVING) SHALL BE PAID FOR BY THE CONTRACTOR. 4. DENSITY TESTS ON THE STABILIZED SUBGRADE SHALL BE SUPPLIED TO THE ENGINEER OF RECORD AND GEOTECHNICAL ENGINEER, AND APPROVED BEFORE ANY BASE IS CONSTRUCTED, 5. DENSITY TESTS AND "AS-BUILTS" ON THE FINISHED BASE SHALL BE SUPPLIED TO THE GEOTECHNICAL ENGINEER, AND APPROVED BEFORE ANY ASPHALT PAVEME=NT IS CONSTRUCTED. GENERAL NOTE S: I. CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CASTING STRUCTURES. 3. COORDINATE ALL UTILITY LEADS AND BUILDING CONNECTIONS WITH THE ARCHITECTURAL PLANS. 4. STANDARD INDEXES REFER TO THE LATEST EDITION OF F.D.U.T. 'ROADWAY AND TRAFFIC DESIGN STANDARDS 5. ALL DISTURBED AREAS WITHIN RIGI-IT-OF-WAY WILL NEED TO BE SODDED. FIEMA MAP INFORMATION: ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY'S FLOOD INSURANCE RATE MAP (FIRM) MAP NO. 12117C0065F, SEMINOLE COUNTY, FLORIDA, EFFECTIVE DATE OF SE=PTEMBER 28, 2007, TINE PROPERTY DESCRIBED it - HEREON LIES WI f1 -11N ZONE(S) X" AND DOES NOT LIE WITHIN A FLOOD HAZARD AREA. DATUM NOTE � ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY DATUM, AS DERIVED BY FROM BENCHMARK 3624901, DESCRIBED ASA P.K. NAIL WITH SEMINOLE COUNTY DISK IN CONCRETE, HAVING AN ELEVATION OF 31.189 (NORTH AMERICAN VERTICAL DATUM OF 1988). ERU CALCULATIONS: 59,629 TOTAL IMPERVIOUS SF/ 2,12.,6 SF = 29 ERU'S IRL,'V1ISI N REV W rn COMMENT BY 1 .:. 08/24/17 PERMIT COMMENTS � p F F- I'll", Q"�y+€ p-� I"' CTd <C 0Y U J �- J LL s , "I Ix 'A.� ;i} f a 1 O u- U _A Z <, r 0 .J. 'r;.bi?F"„a5I � FF ,,J�, F .l C � J O t t, `,t; ! 9 ") U C v/cl , 1.18 V + N �, 2` r,,„. ,7a a� , 11x1 w � � /ems,"/ z 6 ,� � r (> 2 U o6 "+� vx U z u } 4 � Y U O L L Z 5 Z o i'` i fI` r /x,1� `` x � •; 0, G W W .' z CO L a :'r �_, M -•f �1 �""i "i Z T LC U` El Z LC Z W w p > m C �% p � + ✓ ;r 2�,,.r."fi�.Y,�ze�",�i'� F F`. r,.,y1 Ql v) .0 C] d '� `� g � Y�F� T,Jo-' fL� cj r� F--1 ,'/' -r•�+ "�ti Via' "'r '°•$' Lp C .2-, z U w f � r2 �.w ,�-,, � IM � r } (7 LD � W I-, -'�'Q � 1 IP1 r ¢ w J - <f T L � -, 1 w l] r� - U D-. II P f a 6� r'-, o --t ' W :!� I. J W W T S Ql � '-- ., v �, y ,tP%�1 C) F°°t Z rl CJ ' u 2 W W -� 6. ! W U Qa)Ssm r CJ I- v) F-G i -LL ari. r-. § 1`111 1wii'` �? ' Q w I J — O T� W O W W u %� r %/, r+ry SAN r: 1�, F<`°. 1�1 aSg *r„�,- we"i fy' ,SV' gtq• u' �. rx w..wf.'i.,.� h^H W � ! rsa W vy 0 w U r L 1 , (ant O O - - F r /d' - s x' `" iN I_.t � �1 I I-- i ° �- W W ¢ �1 x-21 � _W Z Q L � Z L � Y Z u' u, ,6 m' z, r "vrr,. 1s 1 - (' � J — W C7 o= o ,1 <'r'Pr,,m ar ', I� �' Z <C W O } G t r E- , �� r I W ,_1 1- F_ (1)Svr� a f � �LU0zz° \ mwm—:-n----.-. ,.1--,--------,.--------.----..—i 1cn iII, -�, �„ ?,�- ,�, ep � IRL,'V1ISI N REV DATE COMMENT BY 1 .:. 08/24/17 PERMIT COMMENTS JRT 2.. c O.J/O(r/17 PERMIT COMMENTS JDA T KNOW WHAT'S BELOW '' d ALWAYS CALL X1'1 t < - �' a � 11 BEFORE YOU M ruY � �� ,c r' ,. X11 ,I,,r Its fast. It's free. It's the law. www.callsunshine.com PERMIT SET PROJECT No.: _ FLT170031 DRAWN BY: JRT CHECKED BY: JDK DATE: 6/22/2017 SCALE: AS NOTED CAD LD.: GPO PROJECT: - — �. - r, � ✓ r r 11 I " ,c�""t I zu J „ TOR BDG A C TE T [,C)(:A"1'1 ON O.F SN`I'T 100 TOWNE CENTER BLVD SANFORD, FL 32771 CITY OF SANFORD lAi[:],Q - � "I i LERC31I H ,� , �, 3020 NORTHDALE BLVD., SUITE 300B', -TAMPA, FLORIDA 33624 Phone: (813) 812-4100 a Fax: 1., - (8 ) 812 4101 FLORIDA BUSINESS CER E OF AUTI I. No. 30780 LANDSCAPE ARCI II rEG f BUSINESS LIC No LC26000551 a m__ . _.- SHEET TITLE: (� �� -,'_A D I N (( PLA SHEET (NUMBER: m� (_`-5 .i.,/ N.__ r----------------) 11 - - - __ ____-,� F>~ 4, .....,. .� V_01 /0A/ 811.5,1AI /Op r.l. 72, a d, 0A, LOT 4 ACI INCOME FUND, PD (PB 51, PC 100) OWNER: SANFORD TOWNE 110MFAF, LLC STATE RO 200' FOO 11:\2017\FLT170031\DRAWINGSWLAN SE FS\FLTI7003I UP O.DWG PRINT LD BY: ALIONS 1129.17 Co_) 4.11 PM LAs r SAVED BY: JTANIARGO —0711'(W)(P) CB XY60JA1?E(J1) .17'r>r ✓�na1 fill") /a, 1I /1-k"' L -41191'(11)(P) A=82052)jj p11)(p) L=J� 6J 70-('H),(P) R=590am(m),(p) r CONNECT T'0 GAS LINE CONTRACTOR TO COORDINATE WITH FLORIDA PUBLIC UTILITIES GAS METER; & SERVICE LINE -r0 MAIN BY FLORIDA PUBLIC UTILITIES -PROP 45 LF OF 6" FIRE SERVICE -PROP 45 LF OF 2" WATER SERVICE -PROP'ELECTRICAL LINE -PROP 103LF OF 6" SANITARY LINE @1% CONNECT TO EXISTING WATER LINE PROP V RECLAIMED WATER STUB -PROP 1" TAP TO EXIST. RECLAIMED WATER MAIN CONNECT TO EXISTING FLORIDA POWER LINE. CONTRACTOR TO COORDINATE INSTALLATION WITH FLORIDA POWER. TRANSFORMER & PRIMARY LINE RV FI npinA Pnit IFR 8 01��AJ) EJ At", 1 1 1 "Ift"mm f��l� 1 GENERAL NOTE 1. ALL ONSITE WATER & SEWER DISTRIBUTION/COLLECTION LINES/MAINS TO BE PRIVA,rELY OWNED & MAINTAINED UNLESS OR UNTIL A UTILITY EASEMENT IS DESCRIBED & APPROVED BY ALL INVOLVED PARTIES. 2. ALL UTILITY CONSTRUCTION SHALL BE DONE SO AS TO MINIMIZE CUTTING OF ROOT ZONE OF EXISTING TREES. 3. WATER AND SANITARY SEWER LINE SHALL CONFORM TO THE CITY OF SANFORD UTILITY MANUAL 4. CONTRACTOR TO VERIFY GOOD WORKING CONDITION OF ALL SITE UTILITIES PRIOR TO CONSTRUCTION, A. GENERAL: 'I. DISTANCE AND LENGTHS SHOWN ON PLANS AND PROFILE DRAWINGS ARE REFERENCED TO THE CENTER OF STRUCTURES. 2. PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR TO TELEVISE EXISTING SANITARY SEWER LINE FROM POINT OF CONNECTION THROUGH THE NEXT SEQUENTIAL DOWNSTREAM RUN OF PIPE=. ADDITIONALLY, PRIOR TO COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL TELEVISE THE NEWLY INSTALLED SANITARY SEWER MAIN TO ENSURE NO DIPS OR DEBRIS WITHIN LINE, B. MATERIALS: 1, ALL PVC SEWER PIPE AND FITTINGS SHALL BE NON -PRESSURE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM D 3034, SDR 26, WITH PUSH -ON RUBBER GASKET JOINTS, 2. ALL FITTINGS AND ACCESSORIES SHALL BE AS MANUFACTURED OR SUPPLIED BY THE PIPE MANUFACTURER OR APPROVED EQUAL. 3, ALL SANITARY CLEANOUTS WITHIN PAVEMENT SHALL HAVE A LID THAT IS H2O LOADING. C. INSTALLAHON: 1. PIPE AND FITTINGS: a. SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE VVITH ASTM D2321, AND THE UNI -BELL PLASTICS PIPE ASSOCIATION'S'RECOMMENDED PRACTICE FOR THE INSTALLATION OF PVC SEWER PIPE" b. BEDDING AND INITIAL BACKFILL ('12 INCHES) OVER SEWER MAINS AND SERVICES SHALL BE SAND WITH NO ROCK LARGER THAN V IN DIAMETER, PEA ROCK OR 3/4 " WASHED ROCK WILL BE USED IN WATER OR WHERE UNSUITABLE BEDDING EXISTS. ALL OTHER FILL SHALL NOT HAVE ROCK LARGER THAN 6" IN DIAMETER. 2. CLEANOUTS: a.GLEANOUTS SHALL BE SET PLUMB TO LINE AND GRADE ON FIRM CLEAN SUBGRADE PROVIDING UNIFORM BEARING UNDER THE BASE. b. ALL OPENINGS AND JOINTS SHALL BE SEALED WATER -TIGHT, 3. SERVICE: a. MINIMUM SLOPE OF ALL SERVICE LINES SHALL BE 1.00%. b. EACH SERVICE CONNECTION SHALL BE PLUGGED WATER -TIGHT WITH AN APPROVED PLUG. c. CONNECTION OF SERVICES TO BUILDING'S PLUMBING SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. SANITARY SEWER GRAVITY NOTES: A. IF REQUIRED, THE CONTRACTOR SHALL RECONSTRUCT THE BENCH IN THE EXISTING MANHOLE TO ACCOMMODATE THE NEW FLOW DIRECTION. B. WAS,rEWATER FLOW IN THE EXISTING SEWER MUST BE MAINTAINED DURING THE INSTALLATION OF THE LATERAL, IF A BY-PASS IS REQUIRED, THE CONTRACTOR MUST SUBMI-r DETAILS OF "THE SYSTEM FOR REVIEVVAND APPROVAL TO THE CITY OF SANFORD PUBLIC WORKS DEPARTMENT PRIOR TO STARTING CONSTRUCTION, DATUM, ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY DATUM, AS DERIVED BY FROM BENCHMARK 3624901. DESCRIBED AS A P.K. NAIL WITH SEMINOLE COUNTY DISK IN CONCRETE, HAVING AN ELEVATION OF 31.189 (NORTH AMERICAN VERTICAL DA -TUM OF 1988). City of Sanford Utility Dop artment Pretreatment Section LIVJ LF.C;LY'l�i i Ll t'SI 01 a, GREASE IN T1.RCCPTOR DETML (CE-tGN IS NUT ra SCFt LF) PljkN VIEW QUT-Ai Fii,ol-miwmur I"AL, gpt � 4 aw { y r T s 41 t t r^^"° E}tial tii E@Ib ,t � b � 3r ti��C ss•i � �� R p t ¢ tb 1 F n l z r. nu a� also s+r x � x I4 hz" zi 2 e n1a:iTz�v.l; E , Ln23LT.1=11r, r2cr: UTILITY LEGEND i TYPICAL NOTE TEXT PROPOSED NOTE E=XIST UNDERGROUND WATER LINE PERMIT COMMENTS EXIST STORM _.- SEWER PERMIT COMMENTS EXIST SANITARY SEWER MAIN .__ ___._.r�_._ __�_ .�;•_.__.. m -.---__- EXIST SANITARY MANHOLE' PROPUNDERGROUND W W WATER LINE PROP SANITARY S S SEWER MAIN PROP ELECTRICAL _E—E LINE PROP GAS LINE G G—— PROP FIRE LINE F F City ro'TSmdor'd Utifi'ty EOQpairfrnent aRTtrl cling 1300 d M LL`d M'AG:4V'� Y lwa 11111,)➢'. �� e,n �faua>; zDvt(H ]T3 l''!Fl 1;1 J13 (t'p,IACGPt.LYp1yG TO,. 'JfstSAvrjri7N G:G CYY. IIAEDU'-ikf OL 1Y1E:`LWLIR ISLUVICL, s t rriz ufri{( k,fIch an a, cgmnylFf .,Ith andr,, cr 1 f4lE,r;,t,tfr- n.hl. I;,,l,,?r sLua?, ' in r s,.n nd* .a til cel 4{ h ! Gi r,l ,1 p,,r',�,'ii 'Sr7 „ r 1%7r i 1.^v a�L<rf', 1td_F�r R")a fvsrrLt 6, .,rl �,,nRJIl Pinirin rru.�_,m �,'� .�d .l, =;i vsrli. ,r s;rrr� f rr`rr1g, L, ay.. dr.. r. ,ac, n � 1.h.,n�1co n Dipr,,in 1rTra 1 a PA r b:., I rrgto pu5',''Q!-1;br ai"; n �'t remr .,P,' f.,1 ."P p' p'i stmt �,tR' �-N, 'i?irv�1,t 07-t�a "n 101 h iait%-,.. GREASE INTERCEPTOR D'�T IIL! CITY OF SAMPLE _BOX DETAJIB, C R06A1 CITY OF SANFORD SANFORD OIL! t& GREASE PROGRAM MANUAL 'COIL, & GREASE PROGRAM MANUAL ;t i DATE COMMENT BY 08/24/17 PERMIT COMMENTS JRT 09/06/17 PERMIT COMMENTS JDA k� c P—m-a"I1 )j W U) �J z °� E C-�uJ �Zdzui LL,< 0 U G! t ? ¢ U a °< G>>��o a 'ujzz>z� _(D U ��02w: 91 m v) I - u w ria � f CL rp WL �. W W Q zEE Jwrq J zcLUaC0s I i w w::) 9 u 0 c o m T m t n U — U til i�10 = w U w P, U IL(0 Lif u IF � Y uJ I U E rr w L L I rrl w ' ( Z Y Y L >0U w i f v>Sco L1_wOwwU < aria �zmzzz = o, .:,> �p cf) KIS�, OW WHAT'S BELOW ALMAYS CALL 811 BEFORE YOU DIC IfF fast. It's free. Ifs the Taw. www.calisurlshine.com PERMIT SET PROJECT No.: FLT170031 DRAWN BY: JRT CHECKED BY: JDK DATE: 6/22/2017 SCALE: AS NOTED CAD I. D.: UPO PROJECT: 100 TiOWNE CENTER BLVD SANFORD, FL 32771 CITY OF SALFORD 3820 NORTHDALE BLVD., SUITE 3008 TAMPA, FLORIDA 33624 Phone: (813) 812-4100 Fax. (813) 8'12-4101 FLORIDA BUSINESS CERT OF AU fFl No. 30780 �_ LANDSCAPEARCNIFEC BUSINESS LIC. No_C2600055j_j ✓ � �VBkksl�6y t)8 #p p"pf 1 3 ,y arm an uo, /Yr �.. ,�.. 1 v p a �,. �®!9 4b,y4�a�v�p6$9'"�k�'1 ✓✓oda 11/29/20'17 SHEE'r TITLE: u T k ILITY PLAN SHEET NUMBER. ._ C-6 REV DATE COMMENT BY 08/24/17 PERMIT COMMENTS JRT 09/06/17 PERMIT COMMENTS JDA KIS�, OW WHAT'S BELOW ALMAYS CALL 811 BEFORE YOU DIC IfF fast. It's free. Ifs the Taw. www.calisurlshine.com PERMIT SET PROJECT No.: FLT170031 DRAWN BY: JRT CHECKED BY: JDK DATE: 6/22/2017 SCALE: AS NOTED CAD I. D.: UPO PROJECT: 100 TiOWNE CENTER BLVD SANFORD, FL 32771 CITY OF SALFORD 3820 NORTHDALE BLVD., SUITE 3008 TAMPA, FLORIDA 33624 Phone: (813) 812-4100 Fax. (813) 8'12-4101 FLORIDA BUSINESS CERT OF AU fFl No. 30780 �_ LANDSCAPEARCNIFEC BUSINESS LIC. No_C2600055j_j ✓ � �VBkksl�6y t)8 #p p"pf 1 3 ,y arm an uo, /Yr �.. ,�.. 1 v p a �,. �®!9 4b,y4�a�v�p6$9'"�k�'1 ✓✓oda 11/29/20'17 SHEE'r TITLE: u T k ILITY PLAN SHEET NUMBER. ._ C-6 SQUARE CUT EDGE - TRENCH WIDTH VARIES SEE NOTE 10 OF EXISTING PAVMENT (TYP.) W/ SIZE OF PTFE FINISHED GRADE - 2" HIM. ASPHALTIC CONE. / /�/ WHEN FLEXIBLE PIVEMENT IS CUT. / H SEE NOTE 2� ANGLE MAY VARY a 7 L � w \/\ SEE NDTE �,� � 4Pn PIPE O.D. \ r 1,- \ -�- \ �-- SELECT 0 �= COMMON - 0 FILL w z 1 All SooOo�BEDDING ROCK ZI PIPE BEDDING o ;o� (SEE NOTE 8 8E 9) �o 0 0 0 2 ro 40, _ UNDISTURBED NOTES: EARTH 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-'125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITY MANUAL FOR DESIGN MIX. 3. USE OF TYPE A BEDDING TO BE DETERMINED IPI THE FIELD AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THF. FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND B" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REN40VAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW TPIE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED -TO REACH A SUITABLE FOUNDATION. 10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED 'TO MATCH ADJACENT DOMINATE GRASS SPECIES. 11. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE. REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY. SHALL COMPLY WITH REQUIREMENTS OF RIGHT -OF --WAY UTILIZATION REGULATIONS. TYPE A BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 100 PVC PIPE COLOR WATER MAIN: BLUE 'TYPICAL PIPE--_,�. 2" TO B" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE.- POTABLE IPE.POTABLE ;NATER MAiN POTABLE WATER MAIN �rTrT7�.Gf��'% - ,r�;r ; ,✓ -rte �'- - )--r, 10`° TO 18" PIPE - 6" 'PAPE IS PLACED ALONG BOTH SIDES OF 'TOP HALF OF PIPE.-^\--` NV'rPr M131M3Si 41.1.4 urm UJIVI9 3mllw��• FMcli Waiivtm 313 PU7f^ � iYAYId _.uPs9 :CFAeLe 'HATS WN FarAKE nAiEN Vida 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF 'TPIE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. �- WPM Paavar 3G Wd Ntvn UMVIA 3V8Ylod NP9Ti msvAl aravuw - No7A9ai WRIER MAR/ rorOSM WATFa WN POTAELE l7AlIId E9APW r r ' POTARr VIATO B9AIN POTASIE t7ATMM MI PorANKE WA'pER b9AiN PAPER BACKED ADHESIVE TAPE ('TYPICAL)- l 12" // [� t %,S" MAX. porAmz WATER mig 1" F91A u: WAM MMM 6 INCHES BLUE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. POTABLE WATER MAIN WITH IDENTIFICATION 'TAPE N rs _PIPE IDEN rIFICATION (POTABLE WATER) CITY OF SANFORD 1999 FIG. 110 BALL VALVE FOR 2 INCHES AND 80OYJ (DOMESTIC AND IRRI- GATION ONLY. 2 REQUIRED) TEST COCK (TYP.) THREADED -- NIPPLE (TYP.)< FROM MAIN SLOPE FINAL GRADE DOUBLE CHECK OR REDUCED PRESSURE ZONE DEiE ' CTGR ASSEMBLY AS APPROVED BY THE CITY r. .•-' - P1E_L.rcCTRIC GPtIUNe. (2 REQUIRED) 90' BEND (2 REQUIRED) SLOPE TO SERVICE 2 INCH AND BELOW ASSEMBLY NOTES: I. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS 'TWO (2) INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. (FIGURE 500A). 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. (FIGURE 5000). 4. VALVES SHALL BE CHAINED CLOSED.(FIGURE 5008) 5. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 500B). 6. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 7. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. (FIGURE 5008) DOUBLE CHECK OR REDUCED PRESSURE ZONE, DETECTOR ASSEMBLY �� CITY OF SANFORD `^ 1999 ,W IG. 500A H:A20'17AFCr17003'1ADRAWINGSVPLAN SETS\FL'f1700P710DU.UWG PRINTED DY: AZIONS 1-1,2V,17 @ 4:'11 PM LASf GAVL"-"U 6Y: JTAMARGO SQUARE CUT EDGE - TRENCH WIDTH VARIES SEE NOTE 9 OF EXISTINGPAVMENT (TYP.) W/ SIZE OF PIPE FINISHED GRADE >/ ,2 IN. S HALITE CONE "M AP WHEN FLEXIBLE PAVEMENT pp� V; yy/ IS CUT Jl SITE NOTE ANGLE MAY VARY 2� w p�SEE NOTE 4 f PIPF O.D.p n 6- (TYP) m y/ SELECT c -i I"*9 COMMON ci FILL w EARTH ? ci aEE NOTES. 1. PIPE BEDDING: SELECT COMMON FILL CW.IPACTED TO 95Y OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL- COMMON FILL COMPACTED TO 95X OF THE PAAXIMUM DENSITY AS PER AASHTO T-180. PLOWABLE FILL, 100-125 P.S.I., "SHALL DE USED WHERE EXISTING PAVED ;AREAS ARE AFFEC"IED..;EC SECTION 32.9.4 4F UTILITIES MANUAL FOR DESIGN PABX. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH T`dPE A BEDDING AVID TREHCHBNG DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. '15" MAX. FOR PIPE DIAMETERS LESS THAN 24"'. AND 24" FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BI: INSTALLED WITH BELL FACING UPSTREAM TO 'THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACP. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATIO14 WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. TYPE B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 101 '6 I _ VINYL CONTINUOUS MAX, 36' _ WARNING TAPE IABFS. TYPICAL UTILITY PIPE A. ALL UTILITY PIPES SHALL BE INSTALLEO WITH 6 INCH WIDE VINYL CONTINUOUS NON- METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES IDR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. B. LETTERING: "CAUTION: WATER LINE B. LETTERING: "CAUTION: SEWER LINE BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW" OR SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOR:PURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. B. LETTERING: CAUTION: RECLAIMED WATER U. LETTERING: CAUTION: SEWER FORCE LINE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW' OR SIMILAR WORDING. WORDING. B. 10 GAUGE SOILD COPPER WIRE W/GOOV INSULATOR, CONTINUOUS COLOR SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. USE PRE -FILLED DRI -SPLICE WIRE CONNECTORS W/CRIMP SLEEVE FOR ALL WIRE SPLICING, (SPEARS DE -400 or APPROVED EQUAL). THE WIRE SHALL BE LOOPED AND 'TIED TO ALL VALVE BOXES, (SEE FBG. 400). UTILITY PIPE WARNING TAPE (SEWER, POTABLE WATER, AND RECLAIMED WATER) CITY OF SANFORD 2014-9 FIG. 111 DOUBLE CHECK OR 2.USE PRE FILLED REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY -- TEST COCK (TYP.) - SLEEVE FOR ALL WIRE JRT SPL.ICiNG. FIANGEO ---• _ (SPEARS DS -400 or 90' BEND �I (2 REQ.) SLOPE 36" MIN. COVER .1 M O.S. & Y. RESILIENT SEAT GATE VALVE, (2 rmwi6�mU) 1 -RODS Old D.I.P. RISER (TYP) u W 4" CONCRETE SLAB t WITH N0. 6 X 6 W'10XW1O (MIRE MESH � SLOPE _ 1/7" PREFORMED JOINT \�\) F P{FEy� / • MATERIAL BETWEEN A JUT / SUPPORT TAN S' ./� PIPE AND CONCRETE pv\ SLAB (TYP) EIN - -90" BEND (2 REQ.) TO SERVICE THRUST COLLAR RODDED TO THRUST COLLAR RODDED TO 90" BEND OR AS REQUIRED 90° BEND OR RESTRAINED BY THE CITY BACK TO VALVE AS REQUIRED BY THE CITY 3 INCH AND ABOVE ASSEMBLY DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) BALL VALVE 1'0" MIN (2 REQUIRED) '� 5'0" MIN CONCRETE SLAB ABOVE GROUND DEVICE WITH - 2'0" MIN DETECTOR HYPASS DOUBLE CHECK Ori RLDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 F G. 5000 30" X 30" X6" TIC. CONE. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD J4 REDARS CONC. PAD -STAMP AS STAMP AS REQ'D. ALL AROUND- REQ'D. SIZE OF VALVE " 4''' tc `+ TYPE OF VALVE K WntR .4 2-1/2" r 1 SERVICE - 4 as / <. i4 , DIRECTIONZ NO.-""" U.�/ a " a TURNS TO OPEN 4 . is WRIER Y� ` I :. y A. I�'LICAL;LF. VALVE PDX AND COVER SEE FIG. 115 g-- - a - , rn7 S Tr�/iI•!, ( ) �/ W 12". ANCHORS 3000 P.S.I. M1P1 (TO BE APPROVED CONE. MIN. BY CITY) VALVES 16 INCHES AND LARGER 6" TIC. CONIC. PAD 24" - (FLUSH WITH F FINISHED GRADE) #4 REOARSa ALL AROUND WATER f �, 24" a. J S. APPLICABLE VALVE 4 a BOX AND COVER - - (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL U UUUU 0 UU UUUUI ❑LT GG G M G G n G M n Ell G00 G0 G U G CI G G G GI MGGUUUa0ODUMM vino n G GM Mn G MGG MGMMRECLAlPAED ❑GG' UUUM WATER UUU U UUU M M U G M M M MM G M M M G M MI GCIGMMMMMUMMMMI UUUUUUM UGUUEIGI ❑Goon MMM MMM MMI rlrlrlr RECLAIMED WATER GUMGGGGM UGUGCIQUGGGL� 000000000000 GGUUUUUUUMUU UUU UUU 13011WATER 000 GMG cro-o- 0GG 0000000 U 0 U 0U U U U U U U U U LI L, GGGUUMMM �\CigGGMMM � Ll �ll��Tr��r�• PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAIN: SOLID LIGHT GREEN TYPICAL PIPE 4" TO B" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. SEWER LINE SEWER LINE 10e0 70 18" PIPE - VTAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. Wn U3 Ai5 man MMUS •startIntp3 SEWER uiz ' SE,mi UNE' 20" AND LARGER PIPE - 'TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. -� 3Nrl HAUS 3Nn a 3mm 3Rn PdTk13S - « 7; r SEtiER LtNE SEilEit aPEE SE110 llP9E •r.�r-r,n rMWER Litz SEWER n99E SEWER 6PPE PAPER HACKED ADHESIVE VINYL 'TAPE (TYPICAL) C/�� 12" {� lg/= VVE MAX. SEWER WET 1" SEWER FOR SEWER LINES -/TAPE SHALL DE GREEN WITH BLACK SHALL BE GREEN WITH BLACK LETTER.NG. FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK I_EfTEItING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE, ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDEN TIFICA'rION TAPE NrS PIPE IDENTIFICATION (SEWER -,.FORCE MAIN AND GRAVITY) FIG, 107 CITY OF SANFORD 1999 ❑UUUU gC7n ElGnnn ❑GGGGUMGMG M M M U U U U U U M❑ MMGGM❑GGGUUG M p U SEWER 1111 Mp Mp Mp UUUM-n-j-= U UM Mn EI M M n U M MM Q MMGMMGGGGMr aUUMMMUMU \ - MGEIU UU 41=001111 NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD '1999 DISINFECTION FIG. 115 Beforo being piaoad in service, all view wat'or mains shall be chlorinafed ire uccordance with Tho sfpecPflcatlor bolovi and the procedures ou'Hluo In AWWA C-651 "Standard Procedure for Disinfecting Wafer Mahrls". All provisions of the Florida Doporlment of Environmental Protection permli shall be compiled with.. WAFER SYSTEM 'rESTI{NG: Hydrostatic testing shall be pa)rforrned of 15O pounds per squara inch gre;ssuro, unless otherwise approved by the City, for a period of not less than two (2) trours. Testing shall be In accordonco wi'ih the ap llcabla provisions as set forth in Section 1' , AWWA Stundard 0600 for ductible iron p1po and i WWA Manuel Number M-23 for PVC pipe. 'TlTa twstlnaJ praoeduro shall include the oant8nued appBoafiBopo ofi The spacoT88ed pr®sears to the Ties systema, for the tcvc hour parlod, by way of a pump falting supp8 frorn a can ta8nor suffable for mausuring water Boss. The ainount of loss shall IL,e deterrru8nad tty measuring ilia volume displaced from sold container. Should the fest fall, nacessory repairs shall be accomplished by the contractor and the fast repoated until within Ihes establlshod limits. The contraclor shall furnish ilio nocossary labor, water pumps, gauges and all other items required fol conduct the required water distribution system and perform necessary repairs. WATER SYSTEM TESTING AND DISINFECTION CITY OF SANFORD 1999 I FIG. 50' SET TOP OF VALVE BOX TO FINISHED GRADE FINISHED GRADE -� RESILIENT SEAT M. J. GATE VALVE WATER MAIN 1. 10 GAUGE SOILD 2.USE PRE FILLED COPPER WIRE W/ DRI -SPLICE WIRE 600V INSULATION CONNECTORS W/CRIMP CONTINUOUS COLOR. SLEEVE FOR ALL WIRE JRT SPL.ICiNG. 09/06/17 (SPEARS DS -400 or JDA APPROVED EQUAL) COVER (SEE FIGURE 115) CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) ADJUSTABLE cAar ,.. L IRON VALVE BOX BOX SHALL REST ON BEDDING ROCK NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT BEDDING ROCK NOTES: 1. IF VALVE BOX RISER IS REQUIRED, USE PVC 0900 PIPE EXTENSION AND NOTCH RISER FOR TRACER WIRE. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. GATE VALVE AND BOX DETAIL FIG. 108 CITY OF SANFORD 2014-9 I,�,�,•JI �a U 0 r rp U o rJ 4 { OWw CLz W� f� J Z) G W w E+ -r 0 0 L C ISA' m U)gd Z U [C 4Iw - w W = L rj P!, v) ❑ `� � W ua.0 nr w z z rI 7 ? ° < z �� r a r �� T❑mzs n �� CJ Neu u o r7 C) i-=1 U T 1 w U w €� Q, �a 4� w w ti,va w 1 o C) W � ;j o �� z0 Y Y 1. W C7 Z P.0 LC w Q W O } >-. S , Dzmzzz _ JbLA_, 'N 1 Slh'a.YS'N S REV - DATE COMMENT BY i 08/24/17 PERMIT COMMENTS JRT 2 09/06/17 PERMIT COMMENTS JDA KNOW WHAT'S BELOW ALi/VAY S CALL 811 ® BEFORE YOU €DIi I �^ It's fast. It's free. It's the law. www.ca sUnshine.com PERMIT SET PROJECT No : FLT170031 DRAWN BY: JRT Ci-IECKED BY: JDK DATE: 6/2.2/20'17 SCALE: N/A CAD I .: ODO PROJECT: - 0 1112 6- x y IY"%sY„fj pa r . BDG ARCIMr CT S 100 TOWNE CENTER BLVD SANFORD, FL 32771 CITY OF SANFORD k A B ILER F 3820 NORTHDALE BLVD., SUITE 3008 'AIVIRA, FLORIDA 33624 Phone: (813) 812-4100 Fax: (813) 812-4101 FLORIDA BUSINESS CERT OF AU fH. No. 30780 - LAND, C'Ai)E ARC HLTLGT BUSINESS LIC. No LC26000551 SHEET TITLE: 0 N S" TRU T1 DETAILS - SHEET NUMBER: C_ C-7- ____ 12" SEE CITY OF SANFORD HANDICAP SIGN/PARKING & PASSENGER LOADING ZONE DETAIL THIS SIGN TYPICAL A"F ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST 4" DIA. SCH, 40 GALVANIZED STEEL. PIPE BOLLARD PAINTED OSHA YELLOW FILLED WITH CONCRETE PAINT CONCRETE BLACK AFTER CURING AT ASPHALT LOCATIONS PSI CONCRETE NOTE: ONE AF EACH ADA SPACE. WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOT1-1 SIDES B' O-1LL A D M lUN T E % ADA PARKING NG SIGN DETAIL T AIL VI-11iN ELL VA I'.[ OiNT NOT TO SCALE NOT TO SCALE N:A201"AFLT170031ADRAWINGS\PLAN SETSVI=L'F17003'IODO.DWG PRINTED BY: AZIONS 1120.17 (Gll 4:11 P(N LAS F SAVED UY: JTAMAROO 2=, 21 � NO. 5 REINFORCING RODS NO. 6 GALVANIZED-. ANCHOR RODS 7" IN GROUND / 5' OUT �, 3" CONCRETE WHEEL STOP 2' 6" PSI ON CONCRETE �7— PROPOSED PAVEMENT (SEE DE �f�\IL) (PER GEOTECHNICAL REPORT) NOTE. 1. SECTION SHOWN IS BASED ON AN ANTICIPATED LBR OF '100 PER GEOTECHNICAL REPORT PREPARED BY TERRACON CONSULTANTS, ENTITLED GEOTECHNICAL ENGINEERING REPORT TEXAS ROADHOUSE '100 TOWNE CENTER BLVD, DATED 5/04/2017 (PROJECT 41-11175'104). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. 1. WHEEL STOP FORM SIZES MAY VARY DEPENDING ON MANUFACTURER, 2. WHEEL STOPS SHALL BE PAINTED BLUE AT HDCP SPACES, UNPAINTED AT REGULAR SPACES, STANDARD DUTY ASPHALT PAVEMENT SECTION3. WHEEL STOP TU BE CENTERED IN PARKING SPACE. CONCRETE WH )'1 ('7 . STOP DETAIL IL, NOT TO SCALE (PER GEOTECHNICAL REPORT) Or�'..I _,� 1. SECTION SHOWN IS BASED ON AN ANTICIPATED LBR OF '100 PER GEOTECHNICAL REPORT PREPARED BY TERRACON CONSULTAN"FS, ENTITLED GEOTECHNICAL ENGINEERING REPORT TEXAS ROADHOUSE 100 TOWNE CENTER BLVD, DATED 5/04/2017 (PROJECT #H1175104). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE, HEAVY D \`... f' I� A S- IA ri`' 1 '.] E 4. V ./:LL l JN'T' S T --i'. �111Y—..'..II ON NOTTO SCALE 2'MIN. CLEAR ZONE (TYP., LT. & RT.) VARIES 2% MAX. CROSS SLOPE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) I-4" CLASS A CONCRETE (3000 P.S.I. @ 28 DAYS) 4" THICK, COMPACTED STONE BASE (TYPE 2a) 1. EXPANSION JOINTS 1/2" WIDE PREIVIOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO SIDEWALK WIDTH. CONCRETE SIDEWALK AL K D a" T A ISL, NOT TO SCALE NOT TO SCALE 6" CONCRETE 6x6 WWM (10 GA.) �s .. 8" FREE DRAINING SUBGRADE NOTE: 1. SECTION SHOWN IS BASED ON AN ANTICIPATED LBR OF 100 PER GEOTECHNICAL REPORT PREPARED BY TERRACON CONSULTANTS, ENTITLED GEOTECHNICAL ENGINEERING REPORTTEXAS ROADHOUSE 100 TOWNE CENTER BLVD, DATED 5/04/2017 (PROJECT #1-11175104). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. HEAVY DUTY CONCRE-11'E'SECTION NOT TO SCALE Li( AREA OF SITE 08/24/17 CONSTRUCTION � 1,. ��(�f��r>�$�,i`_?��` TREE PROTECTION FENCE Ffi-I^!�"�� ..�t .�..a SHALL BE INSTALLED TO JDA FOLLOW TREE CANOPY DRIP LINE OR PROPOSED LIMITS OF - DISTURBANCE. 4 4' HIGFI WOOD & WIRE FENCE �W/WOODSTAKES AT A CENTER. t pd MAXIMUM OF 8' ON AS AN OPTION, ORANGE/FLUORESCENT HIGH-DENSITY "VISI -FENCE" OR APPROVED EQUAL CAN BE USED. WOOD & WIRE FENCE USED AS TREE GUARD TO PREVENT DAMAGEFROM f CONSTRUCTION EQUIPMENT. FREE DRIP LINE/TREE PROTECTION ZONE AREA WITHIN TREE PROTECTION ZONE TO - REMAIN UNDISTURBED ' DURING CONSTRUCTION. .---6' VVOOD OR STEEL FENCE POSTS AT 8' MAXIMUM CENTER TO CENTER (MINIMUM 2' BELOW GRADE). NOT TO SCALE N:A201"AFLT170031ADRAWINGS\PLAN SETSVI=L'F17003'IODO.DWG PRINTED BY: AZIONS 1120.17 (Gll 4:11 P(N LAS F SAVED UY: JTAMAROO 2=, 21 � NO. 5 REINFORCING RODS NO. 6 GALVANIZED-. ANCHOR RODS 7" IN GROUND / 5' OUT �, 3" CONCRETE WHEEL STOP 2' 6" PSI ON CONCRETE �7— PROPOSED PAVEMENT (SEE DE �f�\IL) (PER GEOTECHNICAL REPORT) NOTE. 1. SECTION SHOWN IS BASED ON AN ANTICIPATED LBR OF '100 PER GEOTECHNICAL REPORT PREPARED BY TERRACON CONSULTANTS, ENTITLED GEOTECHNICAL ENGINEERING REPORT TEXAS ROADHOUSE '100 TOWNE CENTER BLVD, DATED 5/04/2017 (PROJECT 41-11175'104). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. 1. WHEEL STOP FORM SIZES MAY VARY DEPENDING ON MANUFACTURER, 2. WHEEL STOPS SHALL BE PAINTED BLUE AT HDCP SPACES, UNPAINTED AT REGULAR SPACES, STANDARD DUTY ASPHALT PAVEMENT SECTION3. WHEEL STOP TU BE CENTERED IN PARKING SPACE. CONCRETE WH )'1 ('7 . STOP DETAIL IL, NOT TO SCALE (PER GEOTECHNICAL REPORT) Or�'..I _,� 1. SECTION SHOWN IS BASED ON AN ANTICIPATED LBR OF '100 PER GEOTECHNICAL REPORT PREPARED BY TERRACON CONSULTAN"FS, ENTITLED GEOTECHNICAL ENGINEERING REPORT TEXAS ROADHOUSE 100 TOWNE CENTER BLVD, DATED 5/04/2017 (PROJECT #H1175104). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE, HEAVY D \`... f' I� A S- IA ri`' 1 '.] E 4. V ./:LL l JN'T' S T --i'. �111Y—..'..II ON NOTTO SCALE 2'MIN. CLEAR ZONE (TYP., LT. & RT.) VARIES 2% MAX. CROSS SLOPE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) I-4" CLASS A CONCRETE (3000 P.S.I. @ 28 DAYS) 4" THICK, COMPACTED STONE BASE (TYPE 2a) 1. EXPANSION JOINTS 1/2" WIDE PREIVIOLDED BIT. MATERIAL SHALL BE INSTALLED AT 30' INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO SIDEWALK WIDTH. CONCRETE SIDEWALK AL K D a" T A ISL, NOT TO SCALE NOT TO SCALE 6" CONCRETE 6x6 WWM (10 GA.) �s .. 8" FREE DRAINING SUBGRADE NOTE: 1. SECTION SHOWN IS BASED ON AN ANTICIPATED LBR OF 100 PER GEOTECHNICAL REPORT PREPARED BY TERRACON CONSULTANTS, ENTITLED GEOTECHNICAL ENGINEERING REPORTTEXAS ROADHOUSE 100 TOWNE CENTER BLVD, DATED 5/04/2017 (PROJECT #1-11175104). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. HEAVY DUTY CONCRE-11'E'SECTION NOT TO SCALE Li( A, 08/24/17 PERMIT COMMENTS � 1,. ��(�f��r>�$�,i`_?��` �xI-l�.l1 ��I�yx/I��E ��I��•" `�,l�� ,�, rI"I(;'I(i1x:)��1,r��. Ffi-I^!�"�� ..�t .�..a ��IE�C"��_�<' JDA I'.. `�� R)4 i.}�'` t"d' g `.% I�^""�:�� 3� ' 4 it °'} T a • a�. i� 1"6 a:.':�b�h I. ��I ET:[R,d 9f^'� 4 S,I. „39 3 a S d,; ; t pd ,r NCITQ SGItE 6" 2"R k ASPHALTIC CONCRETE SURFACE SLOPE (SEE PLAN) C1 W W Cal C LO co La U-1 NOT TO SCALE (PER FDO I- INDEX 000) VARIES (SEE PLAN) "6" SIDEWALK SI-IALL BE INSTALLED ON ENLARGED WALKWAYS SUBJECT TO VEHICLE -TRAFFIC. INTEGRAL IC_;rRA L C URB DETAIL NOT TO SCALE _ C E uu RGURE H-2 PARKING VARIES (SEE PLAN) ASPHALTIC CONCRETE 10„ SURFACE SLOPE VARIES I 12 SLOPE VARIES — — — — — `� °"�°' (SEE PLAN) (SEE PLAN) " * ��-- LIMEROCK BASE gn— T (M 11 LBR 100) STABILIZED SUBGRADE �- FIGURE H-3 d (MIN LBR 40) 1�^"�/�r+.�`/��y� // � %/�,� // /�.� , ,.:*�.4 �% °<,;�7ta",s'�} �„�`�9� ;�"� r �j�, �`��^,�e�/��p✓;;?� PASSENGER LOADING u ZONES It{�`�p�o ... .. ., ,t°'L„�,/. .�:"4'`..,1 .",'�.%*".w.''..eB., R/,... "^,ad /:.. dD'J. "x.t,.: "t%:"., r,,. �.'.., e..✓�°. `i ..'.d'.. - % e, .6�a ,a�n-a„'%:.'�f a�"°t/�sa�'�ao� ' �ti•✓ � �/��,'�tr�^, /�S""k��/�.!"�`,°�//�'/a'� �`s,✓.��a°py �;r ti`v�� dry/ ��nt,�/��°�✓ 41-,,, ��/ /i� '%✓�/i'Y, "''��/`�dJ�',,�,�.£ �.9/`/,.��; ✓HANDICAP I ISI �" /''tr,'../1�;�l��ji,�v�,,�,'F`d//f..°�fs,��j/.'t.*`�t//�'A//;',%�Ft 3✓°'Y•,f"e//.e�9'�//1'4',�gv''�"k 41 ty o Sanford FIGURE .•�e��:''�.,A,°A.til,��.�h�d`�i�a��.��/.`9'ei��d'3//�P'��/"/e".rq�/%�e�1''./�P°�'�i��//'a.'��/:/''rta":J/�'.6 /.✓��sB`��>'�.//f'� �� @�. Department Manning H - g *6” SIDEWALK SHALL BE INSTALLED ON ENLARGED WALKWAYS SUBJECTO ��Dra ti`v l nservices - VEHICLE TRAFFIC. 12912011 N. JONES I" _ l� ; U�;' 1 CURB DETAIL NOT TO SCALE y� rDa L o�r LLT < Lr - 0 x (-� CC -1 S < :[ > w C� U L z o T) P,°Zo � i lY U O io � a x L' �Q z O w w 1 z z LL — z Z J (/) � w 4Upw -C4 uj U w U x t d wu�7 rb2 W2 [1 N' S P w Lu w 2 w , z zwm i= � �d 2 0 0 C] LTT c .1 Z 0 I Fr=' P- U) C7 I— U z� _mss (z Oz wow °za �4 U W a Cj) W w C } o w u, w <czz �LL zLu Y Y F- -z'OUw .r = 0>�� 3 S LL Lu C 0 R E VI S'I ON S REV DATE COMMENT BY A, 08/24/17 PERMIT COMMENTS JRT 2 09/06/17 PERMIT COMMENTS JDA KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU IVIG Its fast. It's free. I'fS the law. WWW.CalISLinshine.com PERMIT SET PROJECT- No.: FL -F170031 DRAWN BY: JRT CHECKED BY. JDK DATE: 6/22/2017 SCALE: N/A CAD I .: ODO PROJECT: s ' R'p' a�J 1rOR BDG L0C,.A i01� 1OF SITE 100 TOWNE CENTER BLVD SANFORD, EL 32771 CITY OF SANFORD B0ry a P�, L E R N 0 3820 NORTI-iDALE BLVD., sui-rE 3000 TAMPA, FLORIDA 33624 Phone: (813) 812-4100 Fax: (813) 812-4101 FLORIDA BUSINESS CER r. OF AU I H No. 30780 LANDS( APE ARC,HI TEC f BUSINESS LIC. No LC'L6000551 11/29/2017 rSHEET -TITLE: ,�.,C)NQ�T U(__'.°T 10N DE ° AILIL 1 SHEE F NUMBER: — ) I Jill, [:17, I ifs".'..