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DRAWINGSLd w a V) Ld 0 z 0 0 0 V) P.O.C. NORTHWEST CORNER SECTION 5-46-43 N 87'29'35" E JJJ.J� 00 oa 0 N I FND. 5/8"__�/i IRON PIN & CAP (LB #7706) I I I S 87'29' 35-- W FND. 4"X4" CONCRETE MONUMENT (#2474) L.W.D.D. CANAL L-28 (80' WIDE RIGHT-OF-WAY) NORTH LINE OF THE N.W.1 /4 OF SECTION 5-46-43 _\ —SOUTH BOUNDARY LINE OF THE L.W.D.D. CANAL L-28 THIS IS A FINAL AS—BUILT SURVEY OF A PORTION OF THE FOLLOWING DESCRIBED PARCEL OF LAND LEGAL DESCRIPTION IJ_1100410W_TI 12' UTILITY EASEMENT O.R.B. 28583 PG.0742 FND. 5/8" IRON PIN & CAP (LB #7706) FND. 5/8" IRON PIN & CAP (LB #7706) . EXISTING 6' CHAIN LINKED FENCE M I I to z 0 i= W (n U_ O 3 Z W O \ {H S W F_ 0 W z J F - Q W FND. 4"X4" CRETE MONUMENT DISTURBED (NOT LEGIBLE) SURVEYOR'S CERTIFICATE: iz�tl�� I hereby certify to the best of my knowledge and belief that this drav�dn i,sJO-trrf ue%,,,F and correct representation of the boundary survey of the real propee h 'escr oed hereon. I further certify that this boundary survey was prepared in �J� qjo�' e j with the applicable provisions of Chapter 5J-17 Florida AdministratNQ0e. Manucy Land Surveyors, Inc.' `IV = t � Date 10/22/15 John H. anucy Jr. P.S.M. Revision 1: Profe sional Surveyor & Mapper No. 5158 Revision 2: State of Florida. SURVEYOR'S NOTES: 1) The Legal Description was provided by Client. 2) Type of Drawing: SPECIFIC PURPOSE SURVEY 3) Bearings shown hereon are based on: The North line of. said Lot 1, LAWSON INDUSTRIAL PARK PLAT NO.2, according to the plat thereof as recorded in Plat Book 46, Pages 178 and 179, Public Records of Palm Beach County, Florida, said line bears North 87°29'35" East. 4) Elevations are based on: National Geodetic Vertical Datum (1929) if shown. 5) Bench Mark Used: Palm Beach County B.M. (Fillip) Elevation=15.52 6) Reproductions of this Drawing are not Valid unless embossed with the official Seal of the above Surveyor. 7) Contact the appropriate authority prior to any design work on the herein described parcel for Building and Zoning information. 8) This BOUNDARY SURVEY, has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party. a. b. C. d. 9) Property Address: 10) Flood Zone B 2951 S.W. 14th Place. Base Flood Elev. N/A Boynton Beach, Florida. 33426 FEMA Panel Number: 120196-0005C Date: September 30, 1982 11) Underground fbundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown. 12) All bearings and distances shown hereon are record and measured unless otherwise shown. d z h U W U-) �o Z Mvi o d' r W�m OZ �o mo Ld dW a XUj¢Lo U_m �QLo ��CKw (n = 00 _j ILLr Z Lo Ld - � ^ .JaFto D L0 co i- C14 � L l 6 Q Z N Z O II CQ Q_ O L W Q I� (n 0 J Z J LEGEND: A parcel of land in Section 5, Township46 South, Range 43 East, Palm Beach County, L >-ZW �O Florida, said parcel of land being more particularly described as follows: `a, = WOOD POWER POLE W D4 = WATER VALVE Commence at the Northwest corner of said Section 5; thence North 87°29'35" East along i = FIRE HYDRANT the North line of said Section 5, a distance of 353.34 feet; thence South along a line x (n—>m 353.00 feet East of and parallel to the West line of said Section 5, a distance of 40.04 ■ = CATCH BASIN feet to the Point of Beginning of the Herein described parcel of Land. ® W/M = WATER METER = ANCHOR Thence North 87°29'35" East along a line 40.00 feet South of and parallel to the said —oHW— = OVERHEAD WIRES North line of Section 5, said line also being the South line of L.W.D.D. Canal L-28, a S.W. 30TH AVENUE FND, = FOUND distance of 999.12 feet; thence South 00°02'45" East along the East line of the West = CABLE TELEVISION One—Half (W 1/2) of the Northwest one—Quarter (NW 1/4 ) of said Section 5, a distance CTV `- STORY of 436.31 feet; thence South 87°29'35" West along a line 475.91 feet South of and STY. = QW"2J parallel to the North line of said Section 5, a distance of 999.47 feet; thence North = LIGHT POLE along a line 353.00 feet East of and parallel to the West line of said Section 5, a = METAL LIGHT POLE distance of 436.33 feet to the Point of Beginning. = HANDICAP PARKING SPACE LL TEL. = UNDERGROUND TELEVISION Less the North 0.92 feet of the above —referenced parcel. 0 = SANITARY SEWER MANHOLE said Parcel A also being more particularly described as follows: * = SET Y2" IRON PIN & CAP (P.S.M. #5158) W/� = WATER VALVE A parcel of land in Section 5, Township46 South, Range 43 East, Palm Beach County, • C.O. SANITARY CLEANOUT Florida, said parcel of land being more particularly described as follows: ELEC.= ELECTRIC Commence at the Northwest corner of said Section 5; thence North 87,29'35" East along E/B = ELECTRIC BOX the North line of said Section 5, a distance of 353.34 feet; thence South along a line TYP. = TYPICAL 353.00 feet East of and parallel to the West line of said Section 5, a distance of 40.96 R.P.z.— REDUCED PRESSURE ZONE DEVISE feet to the Point of Beginning of the Herein described parcel of Land. Q = NUMBER OF PARKING SPACES Thence North 87°29'35" East along a line 40.96 feet South of and parallel to the said P/P = POWER POLE North line of Section 5, said line also being the South line of L.W.D.D. Canal L-28, a P/L = POWER AND LIGHT distance of 999.12 feet; thence South 00°02'45" East along the East line of the West P.O.C. = POINT OF COMMENCEMENT One—Half (W 1/2) of the Northwest one—Quarter (NW 1/4 ) of said Section 5, a distance of 435.39 feet; thence South 87`29'35" West along a line 475.91 feet South of and parallel to the North line of said Section 5, a distance of 999.47 feet; thence North along a line 353.00 feet East of and parallel to the West line of said Section 5, a distance of 435.41 feet to the Point of Beginning. 12' UTILITY EASEMENT O.R.B. 28583 PG.0742 FND. 5/8" IRON PIN & CAP (LB #7706) FND. 5/8" IRON PIN & CAP (LB #7706) . EXISTING 6' CHAIN LINKED FENCE M I I to z 0 i= W (n U_ O 3 Z W O \ {H S W F_ 0 W z J F - Q W FND. 4"X4" CRETE MONUMENT DISTURBED (NOT LEGIBLE) SURVEYOR'S CERTIFICATE: iz�tl�� I hereby certify to the best of my knowledge and belief that this drav�dn i,sJO-trrf ue%,,,F and correct representation of the boundary survey of the real propee h 'escr oed hereon. I further certify that this boundary survey was prepared in �J� qjo�' e j with the applicable provisions of Chapter 5J-17 Florida AdministratNQ0e. Manucy Land Surveyors, Inc.' `IV = t � Date 10/22/15 John H. anucy Jr. P.S.M. Revision 1: Profe sional Surveyor & Mapper No. 5158 Revision 2: State of Florida. SURVEYOR'S NOTES: 1) The Legal Description was provided by Client. 2) Type of Drawing: SPECIFIC PURPOSE SURVEY 3) Bearings shown hereon are based on: The North line of. said Lot 1, LAWSON INDUSTRIAL PARK PLAT NO.2, according to the plat thereof as recorded in Plat Book 46, Pages 178 and 179, Public Records of Palm Beach County, Florida, said line bears North 87°29'35" East. 4) Elevations are based on: National Geodetic Vertical Datum (1929) if shown. 5) Bench Mark Used: Palm Beach County B.M. (Fillip) Elevation=15.52 6) Reproductions of this Drawing are not Valid unless embossed with the official Seal of the above Surveyor. 7) Contact the appropriate authority prior to any design work on the herein described parcel for Building and Zoning information. 8) This BOUNDARY SURVEY, has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party. a. b. C. d. 9) Property Address: 10) Flood Zone B 2951 S.W. 14th Place. Base Flood Elev. N/A Boynton Beach, Florida. 33426 FEMA Panel Number: 120196-0005C Date: September 30, 1982 11) Underground fbundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown. 12) All bearings and distances shown hereon are record and measured unless otherwise shown. d z h U W U-) �o Z Mvi o d' r W�m OZ �o mo Ld dW a XUj¢Lo U_m �QLo ��CKw (n = 00 _j ILLr Z Lo Ld - � ^ .JaFto D L0 co i- C14 � L l 6 Q Z N Z O II CQ Q_ O L W Q I� (n 0 J Z J L >-ZW �O O tL O W E- Q 00)_ W x (n—>m z > C.) �^ O (nF- I z LyQ �cn W, 5 ¢0 0z z 0 _jmo mo QW"2J �J ZZ U_ WD Om d'Z) OmLL. LL N N N _ N Q I I O o w 0� Z 0 0 w ,L w OCH CL 0- Z < =0�1 V 0 = Uj 0 w XM cin z� ao W Q Q °' M U C- 0- (/) W01 W V- Q 0_ 0 LLJ LL 0 LLJ V'' 0 LLJ 0 C zLLJ Z Q w 0 L UN W E- Q w �n w x z C.) 0 z LL w 0 Ld Z () Lv Z) Lv Q P.O.C. L.W.D.D. CANAL L--28 (80' WIDE RIGHT-OF-WAY) NORTH UNE OF THE N.W.1 /4 OF SECTION 5-46-43 _ F_ D 0 V) CONCRETE MONUMENT (#2474) c9i LEGEND: `Z2, = WOOD POWER POLE WVa = WATER VALVE = FIRE HYDRANT ■ = CATCH BASIN ® W/M = WATER METER -= ANCHOR S.W. 30TH AVENUE —OHW— = OVERHEAD WIRES FND. = FOUND o CABLE TELEVISION STY. =SORY Uj � = LIGHT POLE = METAL LIGHT POLE g, = HANDICAP PARKING SPACE TEL. = UNDERGROUND TELEVISION U = SANITARY SEWER MANHOLE = SET Y2" IRON PIN & CAP (P.S.M. #5158) W/V = WATER VALVE ' C.O. = SANITARY CLEANOUT ELEC.= ELECTRIC E/B = ELECTRIC BOX TYP. = TYPICAL R.P.Z.= REDUCED PRESSURE ZONE DEVISE 0 = NUMBER OF PARKING SPACES P/P = POWER POLE PA = POWER AND LIGHT P.O.C. = POINT OF COMMENCEMENT THIS IS A SPECIFIC PURPOSE SURVEY FOR FORM BOARD LOCATION ONLY OF LEGAL DESCRIPTION PARCEL A: A parcel of land in Section 5, Township46 South, Range 43 East, Palm Beach County, Florida, said parcel of land being more particularly described as follows: Commence at the Northwest corner of said Section 5; thence North 87°29'35" East along the North line of said Section 5, a distance of 353.34 feet; thence South along a line 353.00 feet East of and parallel to the West line of said Section 5, a distance of 40.04 feet to the Point of Beginning of the Herein described parcel of Land. Thence North 87°29'35" East along a line 40.00 feet South of and parallel to the said North line of Section 5, said line also being the South line of L.W.D.D. Canal L-28, a distance of 999.12 feet; thence South 00°02'45" East along the East line of the West One—Half (W 1/2) of the Northwest one—Quarter (NW 1/4 ) of said Section 5, a distance of 436.31 feet; thence South 87°29'35" West along a line 471.91 feet South of and parallel to the North line of said Section 5, a distance of 999.47 feet; thence North along a line 353.00 feet East of and parallel to the West line of said Section 5, a distance of 436.33 feet to the Point of Beginning. Less the North 0.92 feet of the above —referenced parcel. said Parcel A also being more particularly described as follows: A parcel of land in Section 5, Township46 South, Range 43 East, Palm Beach County, Florida, said parcel of land being more particularly described as follows: Commence at the Northwest corner of said Section 5; thence North 87°29'35" East along the North line of said Section 5, a distance of 353.34 feet; thence South along a line 353.00 feet East of and parallel to the West line of said Section 5, a distance of 40.96 feet to the Point of Beginning of the Herein described parcel of Land. Thence North 87°29'35" East along a line 40.96 feet South of and parallel to the said North line of Section 5, said line also being the South line of L.W.D.D. Canal L-28, a distance of 999.12 feet; thence South 00"02'45" East along the East line of the West One—Half (W 1/2) of the Northwest one—Quarter (NW 1/4 ) of said Section 5, a distance of 435.39 feet; thence South 87°29'35" West along a line 471.91 feet South of and parallel to the North line of said Section 5, a distance of 999.47 feet; thence North along a line 353.00 feet East of and parallel to the West line of said Section 5, a distance of 435.41 feet to the Point of Beginning. :AP ND. 5/8" PIN & CAP B #7706) "X4" 40NUMENT ZBED GIBLE) SURVEYOR'S CERTIFICATE: O z U I hereby certify to the best of my knowledge and belief that this drawing is a true and correct representation of the boundary survey of the real property described hereon. I further certify that this boundary survey was prepared in accordance with the applicable provisions of Chapter 5J-17 Florida Administ\a,+�ivE'C'chk9t,,��fP Manucy Land Surveyors, Inc. H O 0 ft � O m O z W o CL W < En Uj � m T (,0U V) (n�00 LL_ Date 10/22/15 John H. anucy Jr. P S -me- Revision 1: Professio I Surveyor & Mc%r (q: 518,,E Revision 2: State of Florida. '�,,j'°,�'' .► MTV SURVEYOR'S NOTES: 1) The Legal Description was provided by Client. 2) Type of Drawing: SPECIFIC PURPOSE SURVEY 3) Bearings shown hereon are based on: The North line of said Lot 1, LAWSON INDUSTRIAL PARK PLAT NO.2, according to the plat thereof as recorded in Plat Book 46, Pages 178 and 179, Public Records of Palm Beach County, Florida, said line bears North 87°29'35" East. 4) Elevations are based on: National Geodetic Vertical Datum (1929) if shown. 5) Bench Mark Used: Palm Beach County B.M. (Fillip) Elevation=15.52 6) Reproductions of this Drawing are not Valid unless embossed with the official Seal of the above Surveyor. 7) Contact the appropriate authority prior to any design work on the herein described parcel for Building and Zoning information. 8) This BOUNDARY SURVEY, has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party. a. b. c. d. 9) Property Address: 10) Flood Zone B 3000 South Congress Ave Base Flood Elev. N/A Boynton Beach, Florida. 33426 FEMA Panel Number: 120196-0005C Date: September 30, 1982 11) Underground fbundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown. 12) All bearings and distances shown hereon are record and measured unless otherwise shown. / �-- Z -/<-o I W J Q Yui N z O 5 W O z U WLO u- = Q 0~� M z 00 O' 00 w Cn z 0co� W m 00 H O 0 ft � O m O z W o CL W < En Uj � m L0 00 (,0U V) (n�00 LL_ a3h LL 0�= ZC14 � d :i _ Q �- o w0Q� J 0 .► X N�� i- I.i.i 0 z b '0 a _ z O Q 0- II _ N N Q CL Q 0 U to Q a W J Q Yui N z O 5 W 0 z w u- = Q 0~� U 00 Cn z 0co� CD 0�~ w CL w =0 (,0U Z LL 0�= z� w0Q� .► X L6 M'cn C'3 V) ` � W 0 LLJ U �- CL 0 LTJ w II U) a, 0 W LL r U LLJ � o Ld CL . z (.n z Q Q W M 0 z 0 z F-- LL_ LLJ 0 z V) U Cn CD w w Z z� C'3 0 0 z F-- LL_ LLJ 0 z V) F_ D � 0 \/ r P.O.C. NORTHWEST CORNER cFr'T10N1 r%_AA_a'� 30a9 , 96-3 L.W.D.D. CANAL L-28 (80' WIDE RIGHT-OF-WAY) NORTH UNE OF THE N.W.1 /4 OF SECTION 5-46-43 — - - �� FND. 5/8" - -- -IRON PIN & CAP I IYV. T /T CONCRETE MONUMENT (#2474) S. W, 30TH AVENUE I LEGEND: `a, = WOOD POWER POLE WV = WATER VALVE i = FIRE HYDRANT ■ = CATCH BASIN ® W/M = WATER METER )= ANCHOR —oHW— = OVERHEAD WIRES FND. = FOUND CTV = CABLE TELEVISION STY. = STORY = LIGHT POLE = METAL LIGHT POLE = HANDICAP PARKING SPACE TEL. = UNDERGROUND TELEVISION SU = SANITARY SEWER MANHOLE 0 = SET Y2" IRON PIN & CAP (P.S.M. #5158) W/V = WATER VALVE • C.O. = SANITARY CLEANOUT ELEC.= ELECTRIC E/B = ELECTRIC BOX TYP. = TYPICAL R.P.Z.= REDUCED PRESSURE ZONE DEVISE Q = NUMBER OF PARKING SPACES P/P = POWER POLE P/L = POWER AND LIGHT P.O.C. = POINT OF COMMENCEMENT THIS IS A SPECIFIC PURPOSE SURVEY FOR FORM BOARD LOCATION ONLY OF LEGAL DESCRIPTION PARCEL A: A parcel of land in Section 5, Township46 South, Range 43 East, Palm Beach County, Florida, said parcel of land being more particularly described as follows: Commence at the Northwest corner of said Section 5; thence North 87°29'35" East along the North line of said Section 5, a distance of 353.34 feet; thence South along a line 353.00 feet East of and parallel to the West line of said Section 5, a distance of 40.04 feet to the Point of Beginning of the Herein described parcel of Land. Thence North 87°29'35" East along a line 40.00 feet South of and parallel to the said North line of Section 5, said line also being the South line of L.W.D.D. Canal L-28, a distance of 999.12 feet; thence South 00'02'45" East along the East line of the West One—Half (W 1/2) of the Northwest one—Quarter (NW 1/4 ) of said Section 5, a distance of 436.31 feet; thence South 87°29'35" West along a line 471.91 feet South of and parallel to the North line of said Section 5, a distance of 999.47 feet; thence North along a line 353.00 feet East of and parallel to the West line of said Section 5, a distance of 436.33 feet to the Point of Beginning. Less the North 0.92 feet of the above —referenced parcel. said Parcel A also being more particularly described as follows: A parcel of land in Section 5, Township46 South, Range 43 East, Palm Beach County, Florida, said parcel of land being more particularly described as follows: Commence at the Northwest corner of said Section 5; thence North 87°29'35" East along the North line of said Section 5, a distance of 353.34 feet; thence South along a line 353.00 feet East of and parallel to the West line of said Section 5, a distance of 40.96 feet to the Point of Beginning of the Herein described parcel of Land. Thence North 87°29'35" East along a line 40.96 feet South of and parallel to the said North line of Section 5, said line also being the South line of L.W.D.D. Canal L-28, a distance of 999.12 feet; thence South 00°02'45" East along the East line of the West One—Half (W 1/2) of the Northwest one—Quarter (NW 1/4 ) of said Section 5, a distance of 435.39 feet; thence South 87°29'35" West along a line 471.91 feet South of and parallel to the North line of said Section 5, a distance of 999.47 feet; thence North along a line 353.00 feet East of and parallel to the West line of said Section 5, a distance of 435.41 feet to the Point of Beginning. SURVEYOR'S CERTIFICATE: ND. 5/8" PIN & CAP B #7706) �"X4" AONUMENT RBED :GIBLE) I hereby certify to the best of my knowledge and belief that this drawing is ❑ true and correct representation of the boundary survey of the real property described hereon. I further certify that this boundary survey was prepared in accordance with the applicable provisions of Chapter 5J-17 Florida Administrative Code. Manucy Land Surveyors, Inc. Date 10/22/15 John H(nal n y Jr. P. M. � �` � ��;: 4% Revision 1: ProfessiSurveyor & Mappir 51 Revision 2: State orida. �,- SURVEYOR'S NOTES: .. 1) The Legal Description was provided by Client. 2) Type of Drawing: SPECIFIC PURPOSE SURVEY 3) Bearings shown hereon are based on: The North line of said Lot 1, LAWSON INDUSTRIAL PARK PLAT NO.2, according to the plat thereof as recorded in Plat Book 46, Pages 178 and 179, Public Records of Palm Beach County, Florida, said line bears North 87"29'35" East. 4) Elevations are based on: National Geodetic Vertical Datum (1929) if shown. 5) Bench Mark Used: Palm Beach County B.M. (Fillip) Elevation=15.52 6) Reproductions of this Drawing are not Valid unless embossed with the official Seal of the above Surveyor. 7) Contact the appropriate authority prior to any design work on the herein described parcel for Building and Zoning information. 8) This BOUNDARY SURVEY, has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party. a. b. C. d. 9) Property Address: 10) Flood Zone B 3000 South Congress Ave Base Flood Elev. N/A Boynton Beach, Florida. 33426 FEMA Panel Number: 120196-0005C Date: September 30, 1982 11) Underground foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown. 12) All bearings and distances shown hereon are record and measured unless otherwise shown. d z UM U-) Z 00 tU Ix _j o >_ 00 Z� m o O ~ "' w a �,w¢� m XaLo D X00 (f) _j 0 m ZLOwd x Q M Janco a >_ D LO C14 ' to U`- Gj o 0 D Z o _,I N Q n- o H li l c.) a (n O J Z LL L. O O 7m 7 VV) (ten z O 0= O U in WO WS OU OU mQ mQ MJ MJ WO XO Om Om LL_ LL 0 Z a i _N I N N Q 4. N r'N I of O w H O w.LO 0H� w 000 Cr 0 v w /� I.L. Z. a O W Z0 0 _ w Q� wW 0 X m V) Z M am �W Q 0- OVCL LLI a- U L=- Q LL 0 W LL 14- 0 r W W W a,/- Z Z Q W 0- 0 Z a 4. N r'N W rvr/� Vl H O w.LO w v a 0 z E-- LL W 0 W 2 V) NOTES GRADING AND DRAINAGE 1. ELEVATIONS SHOWN HEREIN ARE BASED ON THE SURVEY BY DAVRIS, INC., SIGNED DECEMBER 30, 2014 (JOB NO. 12184), HAVING A VERTICAL DATUM ESTABLISHED BY NAVD 88. VERTICAL CONVERSION (NAVD 88) = (NGVD 29) -1.53 FT. 2. ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP NUMBER 120196005c, DATED SEPTEMBER 30, 1982. THE SITE RESIDES IN FLOOD ZONE B WITH AN ESTABLISHED BASE FLOOD ELEVATION OF 9 FT. 3. ON-SITE CURB AND GUTTER SHALL BE TYPE F (REFER TO GENERAL DETAILS SHEET). 4. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY AND SHALL LOCATE ALL UTILITIES PRIOR TO GRADING COMMENCEMENT. 5. SITE WORK SHALL NOT PROCEED UNTIL APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. 6. ALL AREAS DISTURBED WITHIN THE PUBLIC RIGHT-OF-WAY MUST BE SODDED. 7. GENERAL CONTRACTOR SHALL SOD AT THE BACK OF ALL CURBS, PAVEMENT EDGES, SWALES AND DETENTION AREAS. 8. GENERAL CONTRACTOR SHALL PAVE INVERTS IN DRAINAGE STRUCTURES TO PREVENT IMPOUNDED WATER. 9. 3000 PSI CONCRETE SHALL BE USED FOR ROADWAY AND DRAINAGE STRUCTURES (FDOT STANDARD SPECIFICATIONS SECTION 346). 10. THE CONTRACTOR SHALL LEGALLY DISPOSE OF ALL ITEMS DESIGNATED FOR REMOVAL IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL LAWS. SUCH MATERIAL, WHETHER HAZARDOUS OR NON -HAZARDOUS, LAND -CLEARING, CONSTRUCTION OR DEMOLITION DEBRIS SHALL BE PROPERLY HANDLED AND TRANSPORTED TO AN APPROPRIATE OFF-SITE FACILITY. 11. ALL HDPE SHALL BE AASHTO TYPE "S" AND SHALL BE INSTALLED IN ACCORDANCE TO ASTM D2321 OR AASHTO SECTION 30 STANDARD PRACTICES AND AS RECOMMENDED BY THE MANUFACTURER. 12. THE PAVEMENT SURFACE OF THE ADJACENT ROADWAYS MUST BE PROTECTED AT ALL TIMES. DAMAGES TO THE ROADWAY SURFACE WILL RESULT IN EXTENSIVE RESTORATION AS DIRECTED BY CITY/COUNTY INSPECTORS. 13. A 2.0% MAXIMUM SLOPE IN ALL DIRECTIONS SHALL BE PROVIDED WITHIN ACCESSIBLE PARKING AREA IN ACCORDANCE WITH ADA REQUIREMENTS. 14. REFER TO GRADING AND DRAINAGE DETAILS, SHEET C-6.1, FOR CONTROL STRUCTURE, DETAILS, AND POND SECTIONS. 15. THE PREDOMINANT USDA SOIL SERIES FOUND ONSITE ARE CLASSIFIED AS BASINGER (SOIL GROUP A/D). 16. FULL DRAINAGE PLANS, INCLUDING CALCULATIONS, IN ACCORDANCE WITH 2010 LDR, CHAPTER 4, ARTICLE VIII, SECTION 3G WILL BE REQUIRED AT TIME OF PERMITTING. 17. PRIOR TO PERMIT APPLICATION, CONTACT THE PUBLIC WORKS DEPARTMENT (562-742-6200) REGARDING THE REMOVAL OF REFUSE DURING THE CONSTRUCTION PHASE PER CODE SECTION 10-26(a). 18. ALL INLET GRATES SHALL BE BICYCLE PROOF PER CITY OF BOYNTON BEACH LAND DEVELOPMENT REGULATIONS. UTILITIES 19. WATER AND SEWER PROVIDER: CITY OF BOYNTON BEACH. 20. ALL UTILITY MATERIALS SHALL COMPLY WITH CITY UTILITY DEPARTMENT'S CONSTRUCTION STANDARDS. 21. FIRE LINE SIZE TO BE CONFIRMED ONCE DATA FROM RESPECTIVE DESIGN PROFESSIONAL IS RECEIVED. 22. SITE UTILITIES SHALL BE VERIFIED BY THE GENERAL CONTRACTOR FOR THE LOCATION AND UTILITY COMPANY PROVIDING SERVICE. 23. GENERAL CONTRACTOR SHALL PROVIDE 2'x 2'x 6" THICK CONCRETE APRON AT ALL CLEANOUTS, VALVES AND METERS OUTSIDE OF BUILDING. 24. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND CONNECTION FEES REQUIRED, AS WELL AS COST OF UNDERGROUND SERVICE CONNECTIONS TO THE BUILDING: 25. RESTRAINED JOINTS SHALL BE PROVIDED AT ALL BENDS, TEES, AND FIRE HYDRANTS. 26. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.. 27. ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS. 28. REFER TO BUILDING PLANS FOR LOCATION OF FIRE MAIN CONNECTIONS. 29. REFER TO ARCHITECTURAL PLANS FOR BUILDING, SCREEN WALLS, SIGNAGE, AND LIGHTING INFORMATION. 30. PIPE DEFLECTION SHALL BE PER MANUFACTURER'S SPECIFICATIONS. 31. PRIOR TO RELOCATION OF PRIVATE UTILITY PROVIDER'S FACILITIES, THE CONTRACTOR SHALL PROVIDE THE UTILITY COMPANY WITH AT LEAST 5 WEEKS OF ADVANCED NOTICE TO COORDINATE BILLING, DESIGN, AND CONSTRUCTION OF RELOCATED FACILITIES. 32. SFWMD WATER USE PERMITS BY CONTRACTOR ARE REQUIRED FOR THE IRRIGATION WELL. NOTE: PRIOR TO COMMENCING OFF-SITE UTILITY ` WORK, CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED IN THE FIELD. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING UTILITIES ARE IN CONFLICT. LEGEND PROJECT MANAk STRUCTURE (FDOT INDEX NO. 232)O _ DITCH BOTTOM INLET TYPE C (FDOT INDEX NO. 232) PROPERTY LINE o o RIPRAP DITCH BOTTOM INLET TYPE C (FDOT INDEX NO. 232) CONTOUR LINE D-4 TOP ELEV. =13.78 D-7 O TOP ELEV. =13.66 D-10 CONCRETE - - - TOP OF BANK INV. (N) = 9.45 (15" HDPE) INV. (E) = 10.20 (12" HDPE) BASIN/RIDGE LINE INV. (E) = 10.10 (15" HDPE) NEW ASPHALT PAVEMENT INV. (W) = 9.45 (15" HDPE) (REFER TO FLEXIBLE PAVEMENT �0 INV. (W) =10.10 (12" HDPE) 30 LF --15" RCP @ 0.50% SLOPE DETAIL ON GRADING AND o� X EXISTING GRADE ELEVATION DOWNSTREAM PIPE DATA: DRAINAGE DETAILS SHEET) 00.00 TOP OF CURB EXISTING ASPHALT 00.00 FLOWLINE/PAVEMENT EDGE 78 LF -15" HDPE @ 0.42% SLOPE (®) DRAINAGE MANHOLE EXISTING CONCRETE DRAINAGE GRATE INLET 1 DETAIL 1, REFER TO 3 EXISTING DRAINAGE INLET G9.0 SHEET C-7.0 MITERED END SECTION CROSS SECTION 4, REFER TOP ELEV. = 13.66 D -g 7 G-7.0 TO SHEET C-7.0 �---- DIRECTION OF RUNOFF FLOW DRAINAGE STRUCTURE �v DRAINAGE PIPE D-1 DESIGNATION 18" RCP EXISTING DRAINAGE PIPE © SANITARY CLEAN OUT DOWNSTREAM PIPE DATA: INV. (W) =10.43 (12" HDPE) 37 LF -18" HDPE @ 1.83% SLOPE W WATER LINE ::" SANITARY MANHOLE DOWNSTREAM PIPE DATA: ' DOWNSTREAM PIPE DATA: EXISTING WATER LINE ® LIGHT POLE AND FIXTURE _.., EXISTING UTILITY POLE CORPORATION STOP OR D 9 EXISTING LIGHT POLE VALVE EXISTING OVERHEAD UTILITY is M WATERMAIN FITTINGS 0i !W LINE TOP ELEV. =13.78 (BEND, TEE) D 6 (FDOT FIRE HYDRANT ASSEMBLY 80' L.W.D.D. LAKE WORTH DRAINAGE DISTRICT CANAL L-28 RIGHT-OF-WAY 85' WIDTH (80' RIGHT-OF-WAY + 5' EASEMENT) 7°29'36"E(F) 999.73 -. ............. ........ BASIS OF BEARINGS - X 6 L.W.D.D. EASEMENT �I ......... ........ -% > STRUCTURE SCHEDULE PROJECT MANAk STRUCTURE (FDOT INDEX NO. 232)O _ DITCH BOTTOM INLET TYPE C (FDOT INDEX NO. 232) DRAWING B•� - i DITCH BOTTOM INLET TYPE C (FDOT INDEX NO. 232) DITCH BOTTOM INLET TYPE C (FDOT INDEX NO. 232) OCONTROL D-1 TOP ELEV. =13.20 D-4 TOP ELEV. =13.78 D-7 O TOP ELEV. =13.66 D-10 TOP ELEV. = 13.78 INV. (NW) = 10.00 (15" RCP) INV. (N) = 9.45 (15" HDPE) INV. (E) = 10.20 (12" HDPE) INV. (E) = 10.10 (15" HDPE) DOWNSTREAM PIPE DATA: INV. (W) = 9.45 (15" HDPE) INV. (W) =10.20 (12" HDPE) INV. (W) =10.10 (12" HDPE) 30 LF --15" RCP @ 0.50% SLOPE DOWNSTREAM PIPE DATA: DOWNSTREAM PIPE DATA: DOWNSTREAM PIPE DATA: 100 LF -15" HDPE @ 0.42% SLOPE 73 LF -12" HDPE @ 0.59% SLOPE 78 LF -15" HDPE @ 0.42% SLOPE DRAINAGE MANHOLE, 3.5' DIA. (FDOT INDEX 201) D-2 TOP ELEV. =14.16 DITCH BOTTOM INLET TYPE C (FDOT INDEX NO. 232) DITCH BOTTOM INLET TYPE C (FDOT INDEX NO. 232) DITCH BOTTOM INLET TYPE C (FDOT INDEX NO. 232) INV. (N) =10.66 (18" HDPE) D 5 TOP ELEV. = 13.66 D -g TOP ELEV. =13.66 D-11 O TOP ELEV. = 13.78 INV. (S) = 9.03 (18" HDPE) INV. (E) = 9.03 (18" HDPE) INV. (E) =10.66 (12" HDPE) INV. (E) = 10.43 (12" HDPE) DOWNSTREAM PIPE DATA: INV. (W) = 9.03 (15" HDPE) DOWNSTREAM PIPE DATA: INV. (W) =10.43 (12" HDPE) 37 LF -18" HDPE @ 1.83% SLOPE INV. SUMP = 7.03 73 LF -12 " HDPE @ 0.59% SLOPE DOWNSTREAM PIPE DATA: DOWNSTREAM PIPE DATA: LF -12" HDPE @ 0.42% SLOPE DITCH BOTTOM INLET TYPE C (FDOT INDEX NO.232) 3 TOP ELEV. =13.66 G 73 LF - 18" HDPE @ 0.00% SLOPE D 9 DITCH BOTTOM INLET TYPE C (FDOT INDEX N0.232)78 DITCH BOTTOM INLET TYPE C (FDOT INDEX NO. 232) DITCH BOTTOM INLET TYPE C INDEX NO. 232) TOP ELEV. =13.78 D-12 TOP ELEV. =13.78 INV. (N) = 9.03 (18" HDPE) D 6 (FDOT INV. (E) = 9.78 (15" HDPE) INV. (S) = 9.03 (18" HDPE) TOP ELEV. = 13.66 INV. (W) = 9.78 (15" HDPE) INV. (E) = 10.78 (12" HDPE) INV. (W) = 9.03 (18" HDPE) INV. (E) = 9.49 (15" HDPE) DOWNSTREAM PIPE DATA: DOWNSTREAM PIPE DATA: INV. SUMP = 7.03 INV. (W) = 9.74 (12" HDPE) 78 LF -15" HDPE @ 0.42% SLOPE 78 LF -• 12" HDPE @ 0.42% SLOPE DOWNSTREAM PIPE DATA: DOWNSTREAM PIPE DATA: 55 LF - 18" HDPE @ 0.00% SLOPE 73 LF -15" HDPE @ 0.59% SLOPE ( 'TORY - ?; I € r i Know what's below Call before you dig ' www.callsunshine.com BUILDING LANDSCAPE PROPERTY LINE VARIES 37 13.30 4:1 MAX' I F.F.E. = 14.40 -SLOPE / Opo �- \\ 13.90 13.30 ��6.25 / h 1 TYPICAL SWALE SECTION C-6.0 NOT TO SCALE PROJECT: BOYNTON BEACH EXPANSION LOCATION: 2951 SW 14TH PLACE BOYNTON BEACH PALM BEACH COUNTY FLORIDA 33426 DEVELOPER: P.B. BROWN, LLC ENGINEER: je 00 1113 FL CA 2611.5 Foresite Group, Inc. 10150 Highland Manor Dr. o ( 813.549.3250 Suite 210 f 1813.621.3580 Tampa, FL 33610 w I www.fg-inc.net SEAL: .. Z7 N 45 TATE OF �� •'• FGORIDP.•'• �� s!ONA11111%� `� `03/04/16 IA t I" DATE ISSUEDFQI CONST1WRUi bN - 11 �17/� 1 CIO $G 'ON REVISION ADA Pt&TFJ)03/04f 16 a - E'r0E t 11 4�t.1i Ucd4Cpl q r e� 1� ,,,,d... - k ' DRAINAGE AND UTILITY PLAN SHEET NUMBER: cs.o SCALE: 1 = 30 30 15 0 30 60 SCALE IN FEET ` v JOB; FILE NUBER: 652.003 PROJECT MANAk JJM _ 2 z DRAWING B•� - i �- M -4 JEC , JURISDICTIf@{ -- OYNT ; - CH` L m h DATE -. _ 02/03/15 knko �� t TITLE:AG qresr f ct� i -A DRAINAGE AND UTILITY PLAN SHEET NUMBER: cs.o SCALE: 1 = 30 30 15 0 30 60 SCALE IN FEET ` v JOB; FILE NUBER: 652.003 0 C-12 0 C-12 PANE-"c- L--- METER ANE"CL__— METER ... 1 0 2 SCALE: 1/8" -l' -O" SCALE: 1/8"=l' -O" ¢;m QpQ GENERAL NOTES 1. ALL POWER AND LIGHTING IN BUILDING "A". SHALL BE CONNECTED TO 120/208V, 30, 4W PANEL "A" UNLESS NOTED OTHERWISE. 2. CONTRACTOR SHALL VERIFY NAMEPLATE INFORMATION OF ALL HVAC EQUIPMENT PRIOR TO INSTALLATION AND ADJUST CIRCUIT EMREAKER, DISCONNECT, AND CONDUCTOR SIZE IF REQUIRED. 3. CONNECT ALL EXIT AND EMERGENCY LIGHTING AHEAD OF ALL Q SWITCHING, PROVIDE "HOT" UNSWITCHED CONDUCTOR. 4. AUTOMATIC LIGHTING CONTROL SYSTEMS SHALL BE TESTED BY A THIRD PARTY CONTRACTED BY THE OWNER IN ACCORDANCE WITH FBC ENERGY CONSERVATION C408.3.1 TESTING SHALL ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. REFERENCE NOTES= O CONTROL EXTERIOR LIGHTING FIXTURES/BRANCH CIRCUIT VIA INTEGRAL PHOTOCELL WITHIN FIXTURE. O2 CONTROL CORRIDOR LIGHTING FROM CEILING MOUNT CORRIDOR TYPE OCCUPANCY SENSORS. PROVIDE "HOT" UNSWITCHED CONDUCTOR TO ALL NIGHT LIGHTS (NL). Q3 LOCATE OUTLET ADJACENT TO MECHANICAL EQUIPMENT. AREA OF WORK ON THIS DRAWING KEY PLAN SCALE: N.T.S. N U) d `^ m 00 M ® O a=- � � CD O 00 00 = 0m m 00 M -0 rn tf cz M M r -L ti f�- =3 = O O "'zi- cn O d' d' L a) ® w Imc a) .0i s C/) j U Z W U) (D 0 0 Fn O Q U > U = = LL1 d'U U I.J. N i W In (D Cid Q M Cy) r ® 000 O N M M O z O uj 00 J~ ZQ z W JU) <W o Q. C � Z J W 0 Lu pZ � >E J ®z W Q•H o a U coa-Q co a- [y U) � Q z ��z I� W �� .J W o U � N W � ce) Z Q >clZ z (q 00 ® W U zQQ ® 0 m m m ♦r -rZ Z) F- d O} ■ ® O m O 0 M O L0 r Lo O N *k p W L F- W W Z > O o F- 3 d LLJ a o Q Q o W a Jo.,,ht 8lIl"lflll, PE �0, " asT Ei' ' h139 3 5 L�3 Lu w z z U QI¢U m I I MtltK PAELi "A" 3 BUILDING ®A°, AREA A - SCALE: 1/8"=l' -O" 0r * AL PLAN BUILDING "A", AREA B - ELECTRICAL PLAN SCALE: 1/8-=V-0 mam- =- mm IN L 1 g -E••• gpG � 5 VVV 'i999.0 i.3` L:;;�' " '®} E (a,1� E A-6 1 I I l w w U � U t;E c I m QQ GENERAL NOTES 1. ALL POWER AND LIGHTING IN BUILDING "A". SHALL BE CONNECTED TO 120/208V, 30, 4W PANEL "A" UNLESS NOTED OTHERWISE. 2. CONTRACTOR SHALL VERIFY NAMEPLATE INFORMATION OF ALL HVAC EQUIPMENT PRIOR TO INSTALLATION AND ADJUST CIRCUIT EMREAKER, DISCONNECT, AND CONDUCTOR SIZE IF REQUIRED. 3. CONNECT ALL EXIT AND EMERGENCY LIGHTING AHEAD OF ALL Q SWITCHING, PROVIDE "HOT" UNSWITCHED CONDUCTOR. 4. AUTOMATIC LIGHTING CONTROL SYSTEMS SHALL BE TESTED BY A THIRD PARTY CONTRACTED BY THE OWNER IN ACCORDANCE WITH FBC ENERGY CONSERVATION C408.3.1 TESTING SHALL ENSURE THAT CONTROL HARDWARE AND SOFTWARE ARE CALIBRATED, ADJUSTED, PROGRAMMED AND IN PROPER WORKING CONDITION IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. REFERENCE NOTES: O CONTROL EXTERIOR LIGHTING FIXTURES/BRANCH CIRCUIT VIA INTEGRAL PHOTOCELL WITHIN FIXTURE. Q2 CONTROL CORRIDOR LIGHTING FROM CEILING MOUNT CORRIDOR TYPE OCCUPANCY SENSORS. PROVIDE "HOT" UNSWITCHED CONDUCTOR TO ALL NIGHT LIGHTS (NL). O3 LOCATE OUTLET ADJACENT TO MECHANICAL EQUIPMENT. SCALE: N.T.S. 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Y'itrnCl zuWW_ � z 3 W s a _ I 1 t -z f (w I Ln 0 cc esu F W p- 7 ¢ to I N �, j N ,- I ci i co LU) W .LA Z W i GRADE Al 12" R.C.P. PIPE SECTION 24" LONG — 0 1 " PVC CONDENSATE PIPING — CAST PERFORATED GRATE PEA GRAVEL OR CRUSHED STONE �-- OPEN TO SOIL CONDENSATE DRYWELL DETAIL SCALE: NTS CAULK (TYPICAL) LOUVER PROVIDE ANGLES AT TOP AND SIDES CAM LOCK LATCH �- PROVIDE INSULATED METAL PANEL ON UNUSED PORTION OF LOUVER. CAULK EDGES AIR TIGHT. DUCT CONNECTION TO LOUVER SCALE: NONE .,r CLEAN-OUT PLUGS BALANCING DAMPERS - CEILING URN AIR DUCT :H. ROOM WALL XIBLE CONNECTION .FLOOR —� CHANNEL PPORT AS REQ'D -- MAX. 60" - SEE NOTE 3 - f -F- THREADED , cD N "" HANGER ROD z C4� v N Nth GALVANIZED HANGER STRAP MCV UNISTRUT OR , ANGLE IRON STRAPHANGERS SCREWS TYPICAL CONTINUOUS HANGER STRAP 1" MIN AROUND DUCT NOTES: 1. ON DUCTS OVER 48" WIDE, BOTTOM HANGER SHALL BE BRACED BY ANGLE. FOR RODS CROSS SECTION AREA MORE THAN 8 SQ FT, DUCT SHALL BE BRACED BY ANGLES ON ALL FOUR SIDES. 2. CUTTING AND PATCHING SHALL BE LIMITED TO A MINIMUM AS REQUIRED (UNIT PRESSURE + 2") FOR PROPER INSTALLATION. 3. REFER TO SMACNA FOR SPECIFIC RECOMMENDED HANGER TYPES NOTED. BAND -�L\l 4. MAXIMUM SPACING BETWEEN HANGER LOCATIONS SHALL BE 8'-0" PER PAIR. (UNIT PRESSURE + 2") STRAPS SHALL BE MINIMUM 1 1/2" x 22 GAGE GALVANIZED STEEL. DUCT HANGER DETAIL SCALE: NTS NOTES. 1. CONDENSATE DRAIN SHALL BE PIPED FULL SIZE OF UNIT CONNECTION. 2. CONDENSATE PANS SHALL BE INSTALLED WITH ADEQUATE PITCH TO ENSURE POSITIVE DRAINAGE OF ACCUMULATED CONDENSATE. CONDENSATE DRAIN CONNECTION DETAIL SCALE: NTS LOW SILHOUETTE HOOD FOR INTAKE CONSTRUCTED OF SPUN ALUMINUM AND INTERNAL STRUCTURE OF GALVANIZED STEEL WITH INSECT SCREEN. USE MODEL NUMBER PER CONNECTION DUCT SIZE ON PLAN. GREENHECK MODEL GRSR/GRSI. ROOF INTAKE CAP DETAIL NTS PLANS ROUTED VT CAP. p VERTICAL FAN COIL UNIT SCALE:NTS STRAP OR AKlrll r TRAPEZE HANGERS HANGER - BAND - STRAPS HANGER BAND 36" DIA. MAX. 36" DIA. MAX. OUTSIDE AIR DUCT SUPPLY AIR DUCT FINISHED CEILING FLEXIBLE CONNECTION FAN COIL UNIT WALL REFRIGERANT LINES R/A PLENUM BASE BALANCING DAMPER (SEE DETAIL ON THIS SHEET) VIBRATION ISOLATION RETURN AIR GRILLE PIPE CHASE FIN.FLOOR SUPPLY AIR DUCT FINISHED CEILING IF APPLICABLE, TURNING VAINS FLEXIBLE CONNECTION — o U ACTUAL SIZE OF DUCTS "C" 3" CORNER MINIMUM AND "D" CONTINUED INTO CENTRAL TAPER PIECE m ADJUSTABLE SPLITTER CENTRAL DAMPER ON LOW AND TAPER AIR HANDLING UNIT MEDIUM PRESSURE SYSTEMS ONLY A E CHILLED WATER SUPPLY AND RETURN NOTES: CONDENSATE DRAIN (SEE DETAIL) 1. DIMENSION "A" IN INCHES, DIMENSION "B" IN FEET. 2. DEPTH OF "C" AND "D" WILL BE THE SAME. R/A PLENUM BASE 3. PROPORTION SPLIT ACCORDING TO CFM IN EACH BRANCH. (SEE DETAIL) 4. OMIT SPUTTER DAMPER IN DUCTWORK BETWEEN AHU SUPPLY VIBRATION ISOLATION PADS FAN AND TERMINAL BOX INLET. RECTANGULAR DUCT SPLITTER DETAIL p SCALE: NTS 'C' CHANNEL SUPPORT AS REQ'D VERTICAL FAN COIL UNIT DETAIL SCALE: NTS OUTSIDE AIR DUCT TO LOUVER IN WALL MANUAL VOLUME DAMPER (INSIDE PLENUM) Vt MIN / / 1 OR 14"X14" ACCESS PANEL NOTES: 1. PLENUM BASE TO BE CONSTRUCTED OF MINIMUM 22 GAUGE GALVANIZED SHEET METAL. 2. PLENUM BASE TO BE INTERNALLY LINED WITH 1" INSULATION. 3. A" & "B" DIMENSIONS TO MATCH AIR HANDLING UNIT DIMENSIONS. RETURN AIR PLENUM BASE DETAIL SCALE: N.T.S. 15` TRANSITION SIDE TAKE -OFF FITTING - EQUAL TO FLEXMASTER STO (22 GA. MIN.) 1 T I RECTANGULAR DUCT 0 VOLUME DAMPER ROUND DUCT TO AIR VALVE CONICAL FITTING WITH LOCKING TYPE VOLUME DAMPER. DAMPER AND DAMPER STAND-OFF EQUAL TO CROWN PRODUCTS COMPANY MODEL 3200 -DS. FLEX DUCT OR ROUND SHEET METAL DUCT. FLEX o DUCT MAX. 8'-0" LONG, USE CLAMP TO ATTACH FLEX DUCTS AND SEAL AS PER SPECIFICATIONS, SUPPORT FLEX DUCT EVERY 3'-0" FROM STRUCTURE. a J FOR STRUCTURAL CONCRETE FLOOR SLABS OR ROOF DECK: SUSPEND WITH PROPERLY SIZED CONCRETE DUCT CONNECTION DETAILS INSERTS OR EXPANSION ANCHORS SCALE: NTS FOR METAL ROOF DECKS: SUSPEND FROM STRUCTURAL STEEL OR PROVIDE MISCELLANEOUS STEEL TO SPAN BETWEEN STRUCTURAL `° o `° ��' bc`,• STEEL ELEMENTS. THREADED BEAM CLAMP HANGING ROD FLEXIBLE CONNECTOR WITH DO NOT INSTALL INSERTS GROUND STRAP (TYP.) OR ANCHORS IN THIN PORTIONS OF CONCRETE SUPPORT FAN FROM FACTORY MOUNTED _ BRACKETS NEOPRENE GROMMET AND SHAFT CEILING EXHAUS' SLEEVE SECURED WITHWASHSTEEL SIDES OF EACH TMOUNT NG BRACKET (TYPICAL -4) DO NOT SUPPORT FAN FROM `* ILIN9 CEILING MOUNTED EXHAUST FAN DETAIL v v v 4 v v v SCALE: NTS = N cn .d. co si � Q o 0 M CT C-0 cfl m � C' 00 = N m :t f co dam' c=3 O I I Il• I__ dam- d�- OWN Z cn N ® a) iipa) A 1. Z �(D p Wa Z 'r U > W U U L1J m co Q rn o ® O aN M z 0 00 zw �� Lu z cn p� zw� ww z U)w O J OQ o aU IL.LL Q d CL Q Q uu- 0z W ® ' w orf z E_ m3:P 2 J L��: F] Q U 0 Q N in 'tW M } U W C3 om_ Lij Q= orw U) O O WEU UUQ Ov m m 4-J =z� � F -a- 0 O m Cl 0 co co 0 Lo Lo Lo 0 N_ Lo E- w w Z ~ 0 Q a fw- w a o Q o a A 1. A COASTAL & INLAND HURRICANE HVAC UNIT BRACKET SEE ANCHOR 1/2" DIA. A325 GALV. BOLTS SYSTEM CONFIGURATIONS SCREDULE WITH NUT & NYLON WASHERS, 2' APART. 10 GA. MOUNTING I I TOP CROSS SUPPORT. BRACKETS4 t'X"x4 %"x2 1/"W I 1.5"X1.0"X16GA (21/"X4.15"X10GASUPPORT I I (2) 1/4"-20 BOLTS BRACKETS TO BE USED FOR I i W/NYLON NUT AND 45" AND 55" MODELS) WASHERS 1"APART i 3 A DIM. B DIM. (MAX) AIRBRACE 30" 36" AIRBRACE45S 36" 45" AIRBRACE55S DX FAN COIL UNIT SCHEDULE UNIT SCHEDULE EF -1 CATEGORY SPEED V V ELEATION PRESSOR (LENGTH x WIDTH x HEIGHT, COMPRESSOR ELECTRICAL FAN MARK SERVICE TOTAL AIR OUTSIDE E.S.P. FLOW AIR FLOW DRIVE BLOWER HP ENTERING AIR TEMP. COOLING LEAVING AIR TEMP. COIL TOTAL CAPACITY SENSIBLE CAPACITY HEATING CAPACITY (MBH ® 1 TF) AUXILIARY ELECTRIC HEATER HEATS ELECTRICAL VOLTAGE/ MCA MOCP MARK LOCATION DIMENSIONS (WxDxH) OPERATING WEIGHT UNIT INFORMATION MANUFACTURER MODEL NUMBER NOMINAL NOTES FCU -1 BUILDING A 1200 - 0.50 DIRECT -- 1/2 77/64.2 56.9/55.2 3.1.98 25.60 13.0 6 KW 208/1 44.7 45 21" x 22" x 54" 144 CARRIER F64CNP036 3 1,2,3,4,5 FCU -2 BUILDING A 1900 150 0.50 DIRECT -- 3/4 77/64.2 55.19/53.98 57.41 44.48 13.0 11.5 KW 208/1 76.3 80 25" x 22" x 60" 201 CARRIER FB4CNP060 5 1,2,3,4 FCU -3 BUILDING A 1200 - 0.50 DIRECT -- 1/2 77/64.2 56.9/55.2 31.98 25.60 13.0 6 KW 208/1 44.7 45 21" x 22" x 54" 144 CARRIER F84CNP036 3 1,2,3,4,5 FCU -4 BUILDING A 1900 150 0.50 DIRECT -- 3/4 77/64.2 55.19/53.98 57.41 44.48 13.0 11.5 KW 208/1 76.3 80 25" x 22" x 60" 201 CARRIER FB4CNP060 5 1,2,3,4 FCU -5 BUILDING C 1200 - 0.50 DIRECT -- 1/2 77/64.2 56.9/55.2 31.98 25.60 13.0 6 KW 208/1 44.7 45 21" x 22" x 54" 144 CARRIER F84CNP036 3 1,2,3,4,5 FCU -6 BUILDING C 1900 150 0.50 DIRECT -- 3/4 77/64.2 55.19/53.98 57.41 44.48 13.0 11.5 KW 208/1 76.3 80 25" x 22" x 60" 201 CARRIER FB4CNP060 5 1,2,3,4 FCU -7 BUILDING C 1600 - 0.50 DIRECT -- 3/4 78/65 57.93/56.05 43.91 34.69 13.0 11.3 KW 208/1 76.3 80 25" x 22" x 59" 198 CARRIER FB4CNP048 4 1,2,3,4,5 FCU -8 BUILDING C 1200 - 0.50 DIRECT -- 1/2 77/64.2 56.9/55.2 31.98 25.60 13.0 6 KW 208/1 44.7 45 21" x 22" x 54" 144 CARRIER FB4CNP036 3 1,2,3,4,5 FCU -9 BUILDING C 1900 150 0.50 DIRECT -- 3/4 77/64.2 55.19/53.98 57.41 1 44.48 1 13.0 11.5 KW 1 208/1 1 76.3 1 80 25" x 22" x 60" 201 1 CARRIER FB4CNP060 5 1,2,3,4 FCU -10 1 BUILDING C 1600 - 0.50 DIRECT -- 3/4 78/65 157.93/56.051 43.91 1 34.69 1 13.0 1 11.3 KW 1 208/1 1 76.3 1 80 1 25" x 22" x 59" 198 CARRIER F84CNP048 4 1,2,3,4,5 NOTES: 0 1. PROVIDE COMPLETE WITH SINGLE POINT WIRING, 1" THICK CABINET FOIL FACED INSULATION, AND FUSED DISCONNECT. 2. CONTRACTOR INSTALL MANUFACTURER RECOMMENDED DIGITAL THERMOSTAT IN SPACE AS INDICATED ON UNIT PLANS. 3. ELECTRIC HEATER SHALL BE ENABLED WHEN HEAT PUMP COMPRESSOR HAS BEEN DISABLED. 4. PROVIDE WITH HUMIDIMIZER OPTION OR HOT GAS REHEAT. 5. OUT DOOR AIR PROVIDED BY NATURAL VENTILATION. 1,2 NOTES: 3 3 0 3 PART NO. A DIM. B DIM. (MAX) AIRBRACE 30" 36" AIRBRACE45S 36" 45" AIRBRACE55S 48" 55" AIR COOLED CONDENING UNIT SCHEDULE EF -1 CATEGORY SPEED V V ELEATION PRESSOR (LENGTH x WIDTH x HEIGHT, COMPRESSOR ELECTRICAL GROUT FILLED 1/8" THICK MIN. STEEL WOOD (G=0.55 MIN) OPPORTUNITY TO REEVALUATE OUR WORK UPON (MPH) T) (PSF) IN) IZE CONDITIONS AND FABRICATION AND CONCRETE BLOCK MARK LOCATION COOLING (MBH) HEATING (MBH 0 OUTDOOROPERATING VOLTAGE/ 60 13 EXCEPT AS EXPRESSLY PROVIDED HEREIN NO 1 COOK UNIT SIZE 1 (2)1/2" SAE GRADE 5 U B MINIMUM MINIMUM SEER HSPF NOTES (1)1/2" DIA. POWERS WEDGE UNC BOLTS WITH 1-1/2" MIN. SPACING 4TF 7'F) DESIGN Q7Y, PHASE MCA MOCP 180 L x W x H WEIGHT MANUFACTURER MODEL NUMBER VAPOR LIQUID 48 x 48 x 30 425 WEDGE BOLT BOLT WITH 4" AND 3/4" MIN FROM TEMP. (F') 186 110 90 W (LBS) EMBED. AND 12" MIN EDGE DIST. ANY STEEL EDGE. PROVIDE 5 PITCHES PENETRATION, 1-1/2" MIN. SPACING AND 18 80 CU -1 GRADE 33.8 - 95 1 208/1 20.4 35 32" x 32" x 40" 181 CARRIER 24ACC436A300 7/8 1 3/8 14 - 1,2 CU -2 GRADE 56.5 -< 95 1 208/1 --20-871-- 34.1 50 32" x 32" x 29" 250 CARRIER 24ACC46OA300 < 1-1/8 3/8 14 - 1,2 CU -3 GRADE 33.8 -1 95 1 20.4 35 32" x 32" x 40" 181 CARRIER 24ACC436A300 j 7/8 3/8 14 - 1,2 CU -4 GRADE 56.5 - 95 1 208/1 34.1 50 32" x 32" x 29" 250 CARRIER 24ACC46OA300 1 -1 8 3/8 14 - 1,2 CU -5 GRADE 33.8 - 95 1 208/1 20.4 35 32" x 32" x 40" 181 CARRIER 24ACC436A300 7/8 3/8 14 - 1,2 CU -6 GRADE 56.5 -< 95 1 208/1 34.1 50 32" x 32" x 29" 250 CARRIER 24ACC46OA300 < 1-1/8 3/8 14 - 1,2 CU -7 GRADE 46.0 - 95 1 208/1 28.7 50 32" x 32" x 32" 221 CARRIER 24ACC448A300 j 1-1/8 3/8 14 - 1,2 CU -8 GRADE 33.8 - 95 1 208/1 20.4 35 1 32" x 32" x 40" 181 CARRIER 24ACC436A300 7/8 3/8 14 - 1,2 CU -9 GRADE 56.5 - 95 1 208/1 34.1 50 32" x 32" x 29" 250 CARRIER 24ACC46OA300 1-1 /8 3/8 14 - 1,2 CU -10 GRADE 46.0 - 95 1 208/1 28.7 50 32" x 32" x 32" 221 CARRIER 24ACC448A300 1-1 81 3/8 14 - 1,2 NOTES: 3 1. PROVIDE COMPLETE WITH R410 -A REFRIGERANT, SCROLL COMPRESSOR, FIELD INSTALLED FILTER/DRIER, FRONT SEATING SERVICE VALVES, INTERNAL PRESSURE RELIEF VALVE, 3 3 3 INTERNAL THERMAL OVERLOAD, LONG LINE CAPABILITY, LOW AMBIENT CAPABILITY/KIT, ACCUMULATOR, AND HIGH PRESSURE CUTOUT SWITCH. 2. PROVIDE WITH THESE FACTORY OPTIONS: ANTI -SHORT CYCLE RELAY, TIME DELAY RELAY, COMPRESSOR START ASSIST CAPACITOR AND RELAY, CRANKCASE HEATER, EVAPORATOR FREEZE THERMOSTAT, ISOLATION RELAY, LIQUID LINE SOLENOID VALVE, LOW AMBIENT PRESSURE SWITCH KIT, LOW AMBIENT CONDENSER FAN MOTOR SPEED CONTROLLER, AND BI -FLOW TXV. PART NO. A DIM. B DIM. (MAX) AIRBRACE 30" 36" AIRBRACE45S 36" 45" AIRBRACE55S 48" 55" i16 GA. RIGHT (2) 1(4"-20 BOLTS I j `BRACKET W/NYLON NUT AND / WASHERS 1" APART -#14 SAE GR 5 SMS / Y \ / / A/C UNIT BOTTOM EDGE 16 GA. LEFT / BRACKET s� (2) 1/4"-20 BOLTS i HVAC MOUNTING BRACKET AND WASH RS 1" 1 SCALE: NTS EXPLODED VIEW APART -A 2112" -i- SCREWS THRU BRACKETS AND SUPPORT STRAPS / INTO AIC UNIT BOTTOM "� SIDE. (3) ANCHORS TYP. EACH SIDE rFRONT CROSS SUPPORT. 1.5"X1.0"X16GA (3)16 GA STEEL SUPPORT STRAPS, FRONT AND BACK (6 TOTAL). NOT PART OF THIS CERTIFICATION. SEE NOTE* ro-1 O O O N v 2" �� 3 HVAC MOUNTING BRACKET 1 SCALP: MM FRONT ELPVATION NOTE*: THIS MOUNTING BRACKET DESIGN DOES NOT INCLUDE DESIGN NOTES RESISTANCE FOR UPLIFT. IF FIELD CONDITIONS REQUIRE UPLIFT FLORIDA BUILDING CODE FIFTH EDITION (2014), ASCE 7-10 RESISTANCE, CONTACT THIS OFFICE FOR SEPARATE CERTIFICATION. VuIt=SEE SCHEDULE ONLY TO BE MOUNTED TO THE SIDE OF A BUILDING, NOT FOR DESIGNED USING'ABOVE GRADE SOLID SIGN' METHOD UNIT ELEVATION=SEE SCHEDULE ROOFTOP CONDITIONS OR INSTALLATIONS DESIGN PRESSURE = SEE SCHEDULE GENERAL NOTES 1. THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE FABRICATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FIFTH EDITION (2014). 2. MAXIMUM DIMENSIONS AND WEIGHT OF UNIT SHALL CONFORM TO SPECIFICATIONS STATED HEREIN. 3. ALL MECHANICAL SPECIFICATIONS (CLEAR SPACE, TONNAGE, ETC.) SHALL BE AS PER MANUFACTURER RECOMMENDATIONS AND ARE THE EXPRESS RESPONSIBILITY OF THE CONTRACTOR. THIS DOCUMENT CERTIFIES ANCHORAGE CRITERIA FOR IDENTICAL SIZE AND WEIGHT UNIT REPLACEMENTS ONLY AND REQUIRES THAT THE CURB AND EXISTING STRUCTURE BE APPROVED BY OTHERS BEFORE USE. REFERENCE MANUFACTURERS COMPONENT DRAWINGS FOR DETAILED COMPONENT SPECIFICATIONS. 4. ALL FASTENERS TO BE #12 X %' OR GREATER 2024-T4,188 SERIES 300 NON-MAGNETIC STAINLESS STEEL, OR CADMIUM PLATED OR OTHERWISE CORROSION RESISTANT MATERIAL AND SHALL COMPLY WITH 5.1 1C, SPECIFICATIONS FOR ALUM. STRUCTURES -SECTION 1, THE ALUMINUM ASSOCIATION,INC., & APPLICABLE FEDERAL,STATE, AND LOCAL CODES. 5. BOLTS SHALL CONFORM TO A.S.T.M. A325, ANCHOR BOLTS SHALL CONFORM TO TO A.S.T.M. A307. ALL BOLTS SHALL BE HOT DIPPED GALVANIZED, OR STAINLESS STEEL & MEET THE REQUIREMENTS OF ASTM A325. 6. ALL MEMBERS SHALL BE ASTM A36 FOR SHAPES OR A653 FOR SHEET STEEL (GRADE 33 MIN) WITH Fy = 36 KSI OR BETTER. 7. THE CONTRACTOR IS RESPONSIBLE TO INSULATE ALL MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS, LE. ALUMINUM PER F.B.C. y 2003.8.4. - 8. FOR STEEL MEMBERS ALL ANCHORS SHALL BE I BACK SIDE OF SPACED WITH 3xDIAMETER MIN. SPACING TO UNIT ADJACENT ANCHORS AND 1.5xDIAMETER MIN. END DISTANCE. B ��/` 9. ELECTRICAL GROUND, WHEN REQUIRED, TO BE DESIGNED & INSTALLED BY OTHERS. ' �� < 10. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et al. INDEMNIFIES & SAVES HARMLESS THIS ENGINEER $" MAX _ FOR ALL COST & DAMAGES INCLUDING LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL 9' FABRICATION, SYSTEM ERECTION, CONSTRUCTION /AaPRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS PLAN. 11. IT IS ASSUMED THAT THE ROLE OF THIS ENGINEER ( FOR THIS PROJECT IS THAT OF SPECIALTY (y ENGINEER AND NOT THE ENGINEER OF RECORD. ! I CONSEQUENTLY, THE ARCHITECT/ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR THE 4 HVAC MOUNTING BRACKET INTEGRITY OFALL SUPPORTING SURFACES TO THIS 1 SCALE: NTS SIDE ELEVATION `� DESIGN WHICH SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. 12. THIS DOCUMENT IS GENERIC AND DOES NOT EXISTING HOST G y PERTAIN TO ANY SPECIFIC PROJECT SITE. STRUCTURE INFORMATION CONTAINED HEREIN IS BASED ON 2 HVAC MOUNTING BRACKET 1 SCALP: NI"S ISOMETRIC VIEW + VERIFIED BY ANCHOR SCHEDULE PER BRACKET EXPOSURE WIND MAX UNIT MAX MAX UNIT DIMENSIONS MAX UNIT 3 KSI MIN 1.5 KSI MIN ILLUSTRATE DESIGN FORCES AND OTHER DESIGN EF -1 CATEGORY SPEED V V ELEATION PRESSOR (LENGTH x WIDTH x HEIGHT, WEIGHT CONCRETE GROUT FILLED 1/8" THICK MIN. STEEL WOOD (G=0.55 MIN) OPPORTUNITY TO REEVALUATE OUR WORK UPON (MPH) T) (PSF) IN) (LBS) CONDITIONS AND FABRICATION AND CONCRETE BLOCK INSTALLATION OF MATERIALS. ALTERATIONS OR 70 ADDITIONS TO THIS DOCUMENT ARE NOT 170 115 60 13 EXCEPT AS EXPRESSLY PROVIDED HEREIN NO 1 COOK GS -146 1 (2)1/2" SAE GRADE 5 U B 2. (1)1/2" DIA. POWERS (1)1/2" DIA. POWERS WEDGE UNC BOLTS WITH 1-1/2" MIN. SPACING (2)1/2" DIA. LAG SCREWS WITH 2-1/2" 180 80 60 180 150 90 C U 48 x 48 x 30 425 WEDGE BOLT BOLT WITH 4" AND 3/4" MIN FROM MIN THREAD 186 110 90 W WITH 3-1/2" EMBED. AND 8" EMBED. AND 12" MIN EDGE DIST. ANY STEEL EDGE. PROVIDE 5 PITCHES PENETRATION, 1-1/2" MIN. SPACING AND 18 80 90 D MIN EDGE DIST. MIN PAST THREAD 3/4" MIN EDGE DIST. 1866 55 90 ® N VERIFIED BY CONTRACTOR -SUPPLIED DATA AND FACE SIZE MEASUREMENTS. ENGINEERING EXPRESS SHALL OTHERS. SEE NOT BE HELD RESPONSIBLE OR LIABLE IN ANY WAY SCHEDULE FOR FOR ERRONEOUS OR INACCURATE DATA OR OPTIONS MEASUREMENTS. DIMENSIONS ARE SHOWN TO MANUFACTURER MODEL NO. NOTES ILLUSTRATE DESIGN FORCES AND OTHER DESIGN EF -1 CRITERIA. THEY MAY VARY SLIGHTLY, BUT MUST E2 REMAIN WITHIN THE LIMITATIONS SPECIFIED NOTE 4 HEREIN. WORK SHALL BE FIELD VERIFIED BY DIRECT 0.4 OTHERS PRIOR TO CONSTRUCTION. ENGINEERING 900 EXPRESS SHALL BE NOTIFIED AND GIVEN AN 1 1.5 OPPORTUNITY TO REEVALUATE OUR WORK UPON GS -146 DISCOVERY OF ANY INACCURATE INFORMATION METAL AIRE RH PRIOR TO MODIFICATION OF EXISTING FIELD JANITOR CONDITIONS AND FABRICATION AND CEILING INSTALLATION OF MATERIALS. ALTERATIONS OR 70 ADDITIONS TO THIS DOCUMENT ARE NOT 1 1/25 PERMITTED AND INVALIDATE OUR CERTIFICATION. 120/1 13 EXCEPT AS EXPRESSLY PROVIDED HEREIN NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS AREINTENDED. AIR DEVICE SCHEDULE MARK DESCRIPTION FACE SIZE EXHAUST FAN SCHEDULE MATERIAL MARK AREA SERVED TYPE CFM DRIVE TYPE E.S.P. WATTS/HP R.P.M. VOLTS/PH SONES MANUFACTURER MODEL NO. NOTES 76 EF -1 I BATHROOM E2 CEILING NOTE 4 70 DIRECT 0.4 1 1/25 900 1 120/1 1 1.5 1 COOK GS -146 1 METAL AIRE RH EF -2 JANITOR CEILING SINGLE DEFLECTION SUPPLY GRILLE - 1 WAY CEILING SEE TABLE BELOW 70 DIRECT 0.4 1 1/25 900 1 120/1 1 1.5 1 COOK GS -146 1 COORDINATE COLOR AND SURFACE FINISHES WITH ARCHITECTURAL DRAWINGS. U 2. PROVIDE RAPID MOUNT T -BAR FRAME FOR PLASTER AND SHEET ROCK CEILINGS. 1. PROVIDE COMPLETE WITH FUSED DISCONNECT SWITCH, DESIGNER GRILLE, FACTORY HANGING VIBRATION ISOLATOR KIT. FACTORY SOLID STATE SPEED CONTROLLER, FACTORY BACKDRAFT DAMPER, AND AIR DEVICE SCHEDULE MARK DESCRIPTION FACE SIZE NECK MATERIAL BASIS OF DESIGN MANUFACTURER/MODEL DAMPER NOTES 0 - 75 6"x6" 76 - 150 8"x6" E2 SIDEWAH DOUBLE DEFLECTION SUPPLY GRILLE NOTE 4 SEE TABLE BELOW ALUMINUM METAL AIRE H4004 Y 1 F SIDEWALL/CEILING 45' DEFLECTION RETURN GRILLE NOTE 4 SEE TABLE BELOW ALUMINUM METAL AIRE RH Y 1, 2 G1 CEILING SINGLE DEFLECTION SUPPLY GRILLE - 1 WAY NOTE 4 SEE TABLE BELOW ALUMINUM METAL AIRE L-1 Y 1, 2, 3 NOTES: 1. COORDINATE COLOR AND SURFACE FINISHES WITH ARCHITECTURAL DRAWINGS. U 2. PROVIDE RAPID MOUNT T -BAR FRAME FOR PLASTER AND SHEET ROCK CEILINGS. 3. PROVIDE STEEL GRILLE WHEN USED WITH RADIATION DAMPER IN ACCORDANCE WITH U.L. APPROVED PENETRATION DETAIL. N N 0 00 I,-- M -0M O O co CSD (D� 00 00 M co M M cu ti I,- r -- O dam' dQ- cn OWN N 10 g U F -CFM CFM RANGE NECK SIZE NECK SIZE 0 - 75 6"x6" 76 - 150 8"x6" 151 - 200 10"x6" 201 -235 12"x6" 236 - 275 14"x6" N N 0 00 I,-- M -0M O O co CSD (D� 00 00 M co M M cu ti I,- r -- O dam' dQ- cn OWN N 10 g U F -CFM (CONT) CFM RANGE NECK SIZE z 276 - 450 12"x12" 451 - 535 18"x 10" 536 - 590 14"x14" 591 - 670 22"x10" 671 - 875 24"x12" N N 0 00 I,-- M -0M O O co CSD (D� 00 00 M co M M cu ti I,- r -- O dam' dQ- cn OWN N 10 g U F -CFM (CONT) CFM RANGE I NECK SIZE z 876 - 1000 20"x16" 1001 - 1200 24"x16" 1201 - 1300 24"x18" 1301 - 1500 24"x20" 11501 - 1800 28"x20" N N 0 00 I,-- M -0M O O co CSD (D� 00 00 M co M M cu ti I,- r -- O dam' dQ- cn OWN N 10 g U G1 -CFM, E2 -CFM CFM RANGE NECK SIZE z U) (D 6"x6" 76 - 150 10"x6" 151 - 200 12"x6" 201 -250 12"x8" 251 - 300 14"x8" N N 0 00 I,-- M -0M O O co CSD (D� 00 00 M co M M cu ti I,- r -- O dam' dQ- cn OWN N 10 g U z U) (D 0 W Q (D U)Q _ U W U U > W rn ® N M ON a M z CD w 00 _j z Q W _,_ w 0 Z W EE o W o 0z w O LL > E J O► - z o= �Qo aU 0 W 0.. Q Q u - W .• c) Of QZ � U W I- LLQ M _ �z a U_ QD z N W �3- M W Q T<PORM Q�z .L w Woo LL z Q Q 0 0omm volonj =z� 1-a U s O m 0 0 c) M CD O N_ W Lo E- W w z o o W 0� Q CL mm LLI Ld 71Z SCALE: 1/8"=l' -O" SCALE: 1 /8"=1'-0" DRYWELL DRYWELL 4 DRYWELL • 1. PROVIDE NAMEPLATE FOR EACH HEAT PUMP TO UNIQUELY IDENTIFY FCU SERVED. 2. PROVIDE 4" THICK CONCRETE HOUSEKEEPING PAD (NOT LESS THAN 4" LARGER THAN UNIT DIMENSIONS) FOR EACH HEAT PUMPS AND SECURE PER DETAIL ON SHEET M401. 3. INSTALL DUCTWORK AS HIGH AS POSSIBLE AND TIGHT TO UNDERSIDE OF BUILDING STRUCTURE. 10 INSTALL FCU WHERE SHOWN ON PLANS; REFER TO SHEET M401 FOR ADDITIONAL INSTALLATION DETAILS. 0 PROVIDE AND ROUTE REFRIGERANT AND CONDENSATE DRAIN LINES. EXPOSED IN MECHANICAL CLOSET. SIZE REFRIGERANT LINE SETS IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. 03 PROVIDE 28"X20" F -STYLE RETURN GRILLE INSTALLED AT LOW LEVEL SEE SCHEDULE ON SHEET M301 FOR ADDITIONAL INFORMATION. ® PROVIDE DRYWELL FOR CONDENSATE. SLOPE CONDENSATE LINE 1/8" PER FOOT AND ROUTE MANUFACTURER RECOMMENDED SIZE PIPE FOR CONDENSATE AND TERMINATE INTO DRYWELL. ENSURE DRYWELL IS LOCATED A MINIMUM DISTANCE OF 12" FROM EXTERIOR WALL / OR BUILDING STRUCTURE. SEE DETAIL ON SHEET M401 FOR ADDITIONAL INFORMATION. 05 ENSURE HEAT PUMP IS POSITIONED AWAY FROM EXTERIOR WALL SUCH THAT MANUFACTURERS RECOMMENDED CLEARANCES ARE MAINTAINED. © PROVIDE 8"X6" F -STYLE RETURN GRILLE WITH VOLUME DAMPER ON THE UNDERSIDE OF THE RETURN DUCT WITH GRILLE FACING DOWN. SEE SCHEDULE ON SHEET M301 FOR ADDITIONAL INFORMATION. 07 PROVIDE E2 -STYLE SUPPLY GRILLE WITH VOLUME DAMPER. SEE SCHEDULE ON SHEET M301 FOR DIMENSION OF SUPPLY GRILLE. ® PROVIDE 18"X12" INTAKE LOUVER, SIMILAR TO GREENHECK EHH-601D, CONNECTED TO 8"0 OUTDOOR AIR DUCT. PROVIDE 24VOLT AUTOMATIC CLOSING MOTORIZED DAMPER AND VOLUME DAMPER. REVISED ENTIRE SHEET AREA OF WORK ON THIS DRAWING BUILDING •C° BUILl KEY PLAN SCALE: N.T.S. - - - - - - N N CL tF^\ cu 00 0-4 Imo- M r 2 CD O O cfl cfl O O 00 m m co M M M M cu t-- I -- I,- O O d' cn O 'd- d' cn O N rs "' Al U) U) Z W 0 ® W CD Q_ Q U ui U U W > 5 Qrn ® O N co co ® a �, z O ~rt z Q z U) Q Q J ..� 0 of W Z W C)ry � 0O 0WZ L1.. > E ®NZ Q W�~ 0. Q 0 aU U m a Q QLL z , cQ z ~ n O E� ��w _ z_ cy) 3: ❑ W N U W"q,� M z< W '^ v Q Q�� Z U)oo W LL OUQ Z Omm 0 m = z _3 Z)Oa Oz ■ ® 0 m O O co M O LO r O N 0 WW Lo F - W Z O F=rrl . 0 a F a 0 m Q m (1) E009-96E-LOV (d ) L009-96E-L0t KRE 'Il `opuelio OOE aps jawls peoaq mau 86LV siaauibua t �g Wal a O Q p w V) 13S llffl3d Z W w_ W d cm MZ/9070 :31Va � J :a3MJddV m o F -g S39NVH0 H03W z JAW Z Z C-5 S3JNVHO 3A O Q = f - W 'ON CL_ U 0 ao z ®J w� w m Z a w LL— N �mz w S-(34 O O ..J = O =M 4 Q J w Q li Q l JiUj== w Z O !® U OZ NZ z [if(DZ pHO Q? ♦W C!3 W U Z J U ZO U_ Z S =0 O(%) "'� 0Z W MO Z � ~ CY W W C -) Z > V O a ti. o g Q m oa a.. LL- Q d- V) N Z O Q N B= .- N uj siaauibua t �g Wal a 3NnHOIVW 3NI1H55H I d38V r vi8 i n u a �l 0 00 W J U N _3NIIH_OlbW 3NI1H0lVh cal `�2 r > 4 V38V vii At S, vis C bw so ao O w 3SV31321 SNI jniov-4nNVIN SJNIMV2la GDAO0 3ddV WNI3 .V.NnO:D HOV39 WlVd 9ZV££ V(MJ013 'H0V39 NO1NA09 L8Lb£ Va :f0TJ 'N31(RJVJ 2J31NIM 3nNAAV SSDiJONOO H1f10S ObZ 311ns '133]US iNVld 1S3M Z£6� 311 NMMJ9 '9'd jl • 13S llffl3d Z w_ MZ/9070 :31Va � NLS :a3MJddV F -g S39NVH0 H03W 9ME/E JAW Z Z :NMV2�a S3JNVHO 3A 9 x/60/Z Z SNOISIA33 J 3iVG 'ON NV/ d IVOIN`dH03N e V ONimin8 00,9£051 :#103road 3NnHOIVW 3NI1H55H I d38V r vi8 i n u a �l 0 00 W J U N _3NIIH_OlbW 3NI1H0lVh cal `�2 r > 4 V38V vii At S, vis C bw so ao O w w N - Z w_ W Q � NLS F -g JAW Z Z 0� J a OOZ �Yd CL Q ZQ U) -J C C's �(n QO .. ao ui oz� LwIQO �mz w �a z wFw-- N Q J W W 0 U �� J W N W O !® WQ NZ =Z" [if(DZ �o Z �~ w LL - ZO 0Z pO� OU V a ti. o LLJ = cn oa �Ljz�ZUZ) oo cin Q N B= U pO LLI uj �_ W CL Z W Z¢ p jUd V) Dim 0 Wt� WOE U .AWNLLJ V) 0< m Q�Q�0O O W Wp af0 LLI aUZ Z Lr- - Z W 1<7-- O�Z �j0 C �g W J Q »~ P7 U' LL- W �0 W ui Z Q LL -W F= 0 J �__8 O I— W Z W w� } <— � Pp O .— ii W W U M¢� Lj u) mmx J�0 ZZ V=) W Z cfl1i100 N Z Q 0 W ��"tn jn O Z tn� W L Q U FW- N w w¢ �gClm m U- O �N Z ca w LL W � N C� N_ ZJ co, W I 5c m= ZI-0::- LLJ~ O - ;n W XN� N N0 W > Z LLI Z OZ IVQ Q�H-�_ N C:l LLJ LLJ W� W W Z� O WO J� LLJ J C)dW O' Clcr. S Uj J LLJ m U Q Q� SSL+ >�00 U > CLj > �V > �n >LLJ > W :Y a 0U Hp tl)� OWZ? �><U5 OW W O��a. �WQQ Oww m=W OS X'U O w 000 J WJ ZQ a0M0 mm ddOU = a- U) a_ (n d cn=m O O O O O O O 3NnHOIVW 3NI1H55H I d38V r vi8 i n u a �l 0 00 W J U N _3NIIH_OlbW 3NI1H0lVh cal `�2 r > 4 V38V vii At S, vis C bw so ao PRIMARY CONDUITS AND CONDUCTORS PROVIDED BY UTILITY CO. a 01 44*69-051 NOTE: ELECTRICAL RISER DIAGRAM IS TYPICAL FOR PANEL "B" (1) #4/0 AWG C TO ROUND ROD IN 1-1/4 CONDUIT 30 CU CLAD GROUND THREE POINT GROUND FIELD, CONCRETE ENCASED ELECTRODE AND BLDG STEEL. STEEL CONCRETE ENCASED METALLIC ELECTRODE WATER PIPE PANEL PANEL PROVIDE NEMA 3R LOCKABLE F2_1 'At ENCLOSURE PER/PHASE 200 AMP 0 120 0 V 10W V NQ OR EQUAL 3 CKT EQUIPMENT NO, SERVED BOND H (1) #4/0 AWG C TO ROUND ROD IN 1-1/4 CONDUIT 30 CU CLAD GROUND THREE POINT GROUND FIELD, CONCRETE ENCASED ELECTRODE AND BLDG STEEL. STEEL CONCRETE ENCASED METALLIC ELECTRODE WATER PIPE PANEL SYMBOL A RATING: 200 AMP M.C.B. SERVICE: 120/208V, 30,4 WIRE PER/PHASE NEUTRAL LUG LOCATION: BOTTOM MOUNTING: SURFACE NEMA 3R AIC: 22KAIC TYPE: SQUARE D NQ OR EQUAL #3/0 AWG CU CKT EQUIPMENT NO, SERVED -LD TYP KVA CKT. BKR. POLE TR BRANCH CIRCUIT 0 NEUT GND COND 0 CKT EQUIPMENT NO. SERVED -LD TYP KVA CKT. BKR. POLE TR BRANCH CIRCUIT 0 NEUT GND COND I RECEPTACLES R 0.72 1 20 10 10 10 3/4" A 2 LIGHTING L 0.50 1 20 12 12 12 1/2" 3 RECEPTACLES R 0.36 1 20 12 12 12 112" 1 B 4 CORRIDOR LIGHTING L 1.20 1 20 12 12 12 1/2" RECEPTACLES R 036 1 20 12 12 12 1/2" C 6 CORRIDOR LIGHTING L 1.05 1 20 12 12 12 3/4" -5 7 EWC R 120 1 20 12 12 12 1/2" A 8 SPARE 1/2" 7 RECEPTACLES 1 20 1 20 9 SPACE 12 12 1/2" A 8 LIGHTING B 10 SPARE 20 12 1 20 9 RECEPTACLES R 11 FCU -1 A 3.71 2 45 6 -- 6 1 C 12 EXTERIOR LIGHTING L 0.85 1 20 10 10 10 0 3/4" 13 --- A 7 3.71 0.90 1 20 10 �\A 14 SPARE C 12 1=1,.e L 0,65 1 15 FCU -2 A 3 6.35 5 8 0 2 80 4 6 11/2) B 16 CU -1 * A 0.290 2 35 8 8 1 1 17 --- A 3 5 6.35 -- 4 EL < ) C 18 --- A 02k -- -- 8 1 1 19 FCU -3 A 7 1 3,71 3 45 2 45 8 6 1" � A 20 CU -2 * A 0201 2 50 6 8 11l 21 -- A 71 3.71 - a , - 1_1 B 22 1— A 0.20� -- -- 6 6-35, 23 FCU -4 A 6.35 6 35 80 2 80 4 6 1 1/2") C 24 CU -3 * A 0.24 2 35 8 8 1 25 --- A 6.35 6 35 -- 4 ) A 26 --- A 02C( -- -- 8 8 27 EWH-1 M 2.25 2 . 254 30 2- 30 10 10 3/4" j B 28 CU -4 - A 0.24 2 50 6 8 020 29 --- M 2 . 25 2.25 -- 10 25 -- A C . 30 --- A 020 L -_ 6 26 31 SPACE A 0.20 -- -- 6 A 32 ISPACE 3.71 2 45 45 6 6 33 SPACE B 28 CU -7* A 0,20 2 B 34 SPACE 1 29 --- A 3.71 -- 35 SPACE C 30 1 --- C 36 SPACE 6 31 FCU -9 * A 37 SPACE 2 80 80 2 2 4 1 1/2" A 38 SPACE A 020 2 35 8 8 39_ SPACE 33 --- A 6.75 -- 2 B 40 SPACE B 34 --- 2K A 0.20 41 SPACE 8 35 FCU -10 A 6.75 C 42 ISPACE 4 1 1/2" C . 36 CU -9* EQUIPMENT SERVED 0.20 2 CONN. LOAD LF DF DESIGN LOAD (KVA) REMARKS -PROVIDE NEUTRAL & GROUND BUS -PROVIDE TYPE WRITTEN DIRECTORY 42 CIRCUITS 148 AMPS LIGHTING 3.60 1.25 4.50 MISC. EQUIPMENT 4.50 1.00 4.50 RECEPTACLES (1ST 10KVA) 2.64 1.00 2.64 REMAINING RECEPTACLES 0.00 0.50 0.00 HVAC EQUIPMENT 41.84 1.00 41.84 KITCHEN 0.00 1.00 0.00 *= FCU AND HP LOADS ARE TOTAL 53.48 NON -COINCIDENTAL PATIM(Z- 200 AMP M.C.B. LUG LOCATION: BOTTOM AIC: 22KAIC EQUIPMENT SERVEU LIGHTING MISC. EQUIPMENT Eff�A_=ff(i 16KV>I } REMAIiqING-RECfPT)CLE`3 HVAC EQUIPMENT KITCHEN iw UUNIN. L1_1r1tJ Lf 1 -1 _ - - %.,...r . - -, __ 1.10 1.25 1 1.38 0.00 too 0.00 -PROVIDE NEUTRAL & GROUND BUS 2.88 2.88 -PROVIDE TYPE WRITTEN OrRECTORY 0.00 _0.50 0,00 0.00 too 0.00 0.00 1.00 0:00 TOTAL 4,26 42 CIRCUITS - - - - - -1 ftPS- - - - - - - - - - - - -- ------------- ELECTRICAL RISER NOTES: UTILITY COMPANY PAD MOUNTED UTILITY TRANSFORMER. PROVIDE CONCRETE HOUSEKEEPING PAD PER UTILITY COMPANY REQUIREMENTS. SECONDARY VOLTAGE = 120/208V 30, 4W. COORDINATE EXACT TRANSFORMER LOCATION PRIOR TO CONSTRUCTION. 0 120/208V 30, 4W, WP METER MOUNTED ON BUILDING. WIRE AND CONDUIT SCHEDULE SYMBOL COPPER CONDUCTORS (UON) SERVICE: PER/PHASE NEUTRAL COPPER GROUND CONDUIT O1 #3/0 AWG CU #3/0 AWG CU --- • (D --- --- oil 1-1/4" O3 #600 Kcmil AWG CU #600 Kcmil AWG CU KVA 4" BRANCH CIRCUIT 0 NEUJGND COND 1 RECEPTACLES R 012 1 20 12 12 12 1/2" A 2 LIGHTING L 1.20 1 20 12 12 12 1/2" 3 RECEPTACLES R 0.72 1 20 12 12 12 1/2" B 4 LIGHTING L 1.05 1 1 20 10 10 10 3/4" 5 RECEPTACLES R 1 0.90 1 20 12 MEMO 12 1/2" C 6 LIGHTING L 0.70 1 20 1 12_ 12 12 1/2" 7 RECEPTACLES R 0.90 1 20 12 12 12 1/2" A 8 LIGHTING L 0.70 1 20 12 12 12 1/2" 9 RECEPTACLES R 0.90 1 1 20 12 12 12 1/2" B 10 EXTERIOR LIGHTING L 0.65 1 20 10 1 10 10 3/4" 11 RECEPTACLES R 0.90 1 20 10 10 10 1 3/4" C 12 EXTERIOR LIGHTING L 0,65 1 20 10 EXTERIOR LIGHTING 3/4" 13 RECEPTACLES R 1,08 1 20 10 10 10 3/4" A 14 SPARE 0::) Cr- F- 1 20 EL < < U- 15 FCU -5 * A 1 3.71 2 45 6 -- 6 1 C 16 SPARE < 1 20 00-0 A (c) N 17 --- A 3,71 -- z < W m >- F- < > z w A 18 SPACE C) 1 z < w 0 0 w m 19 FCU -6 * A 6-35, 2 0 80 4 a5 6 1 1,42' B 20 'CU -5 A 0.20 2- 35 8 8X l 21 --- A 6-35 -- 4 C 22 --- A 0.20 C) 8 23 FCU -7* A 6.75 1 2 80 80 F 4 j 6 1 1/2" A 24 CU -6 A 020 2 50 6 6 25 -- A 6.75 -- 4 B 26 --- A 0.20 -- -- 6 27 FCU -8 * A 3.71 2 45 45 6 6 1" B 28 CU -7* A 0,20 2 50 6 6� 1 29 --- A 3.71 -- 6 C 30 1 --- A 0.20 -- 6 31 FCU -9 * A 6,75 2 80 80 2 2 4 1 1/2" A 32 CU -8 A 020 2 35 8 8 1 33 --- A 6.75 -- 2 B 34 --- 2K A 0.20 8 35 FCU -10 A 6.75 2 80 2 4 1 1/2" C . 36 CU -9* A 0.20 2 50 4 37 1 --- A 6.75 -- 2 A 38 --- A 0,20 -- -- , 4 39 IRECEPTACLES A 0.72 1 20 12 12 1/2" B 40 CU -10 A EQUIPMENT SERVEU LIGHTING MISC. EQUIPMENT Eff�A_=ff(i 16KV>I } REMAIiqING-RECfPT)CLE`3 HVAC EQUIPMENT KITCHEN iw UUNIN. L1_1r1tJ Lf 1 -1 _ - - %.,...r . - -, __ 1.10 1.25 1 1.38 0.00 too 0.00 -PROVIDE NEUTRAL & GROUND BUS 2.88 2.88 -PROVIDE TYPE WRITTEN OrRECTORY 0.00 _0.50 0,00 0.00 too 0.00 0.00 1.00 0:00 TOTAL 4,26 42 CIRCUITS - - - - - -1 ftPS- - - - - - - - - - - - -- ------------- ELECTRICAL RISER NOTES: UTILITY COMPANY PAD MOUNTED UTILITY TRANSFORMER. PROVIDE CONCRETE HOUSEKEEPING PAD PER UTILITY COMPANY REQUIREMENTS. SECONDARY VOLTAGE = 120/208V 30, 4W. COORDINATE EXACT TRANSFORMER LOCATION PRIOR TO CONSTRUCTION. 0 120/208V 30, 4W, WP METER MOUNTED ON BUILDING. WIRE AND CONDUIT SCHEDULE SYMBOL COPPER CONDUCTORS (UON) SERVICE: PER/PHASE NEUTRAL COPPER GROUND CONDUIT O1 #3/0 AWG CU #3/0 AWG CU --- 2 (D --- --- #4/0 AWG CU 1-1/4" O3 #600 Kcmil AWG CU #600 Kcmil AWG CU KVA 4" PRIMARY CONDUITS AND CONDUCTORS PROVIDED BY UTILITY CO. 44:famma I [on, NTS RATING: 300 AMP M.C.B. LUG LOCATION: BOTTOM AIC: 22KAIC PANEL vc, 300 AMP M.C.B. 120/208V 30, 4W BOND CONCRETE ENCASED ELECTRODE SER DIAG PANEL 0_ C SERVICE: 120/208V, 30, 4 WIRE MOUNTING: SURFACE NEMA 3R TYPE: SQUARE D NQ OR EQUAL z 0 CKT EQUIPMENT NO. SERVED -LD TYP KVA CKT. BKR. POLE I TR BRANCH CIRCUIT 0 NEUT GND COND 0 CKT EQUIPMENT NO. ISERVED -LD TYP KVA I CKT, BKR. POLE TR BRANCH CIRCUIT 0 NEUJGND COND 1 RECEPTACLES R 012 1 20 12 12 12 1/2" A 2 LIGHTING L 1.20 1 20 12 12 12 1/2" 3 RECEPTACLES R 0.72 1 20 12 12 12 1/2" B 4 LIGHTING L 1.05 1 1 20 10 10 10 3/4" 5 RECEPTACLES R 1 0.90 1 20 12 12 12 1/2" C 6 LIGHTING L 0.70 1 20 1 12_ 12 12 1/2" 7 RECEPTACLES R 0.90 1 20 12 12 12 1/2" A 8 LIGHTING L 0.70 1 20 12 12 12 1/2" 9 RECEPTACLES R 0.90 1 1 20 12 12 12 1/2" B 10 EXTERIOR LIGHTING L 0.65 1 20 10 1 10 10 3/4" 11 RECEPTACLES R 0.90 1 20 10 10 10 1 3/4" C 12 EXTERIOR LIGHTING L 0,65 1 20 10 10 10 3/4" 13 RECEPTACLES R 1,08 1 20 10 10 10 3/4" A 14 SPARE 0::) Cr- F- 1 20 EL < < U- 15 FCU -5 * A 1 3.71 2 45 6 -- 6 1 C 16 SPARE < 1 20 00-0 A (c) N 17 --- A 3,71 -- z < W m >- F- < > z w A 18 SPACE C) 1 z < w 0 0 w m 19 FCU -6 * A 6-35, 2 0 80 4 a5 6 1 1,42' B 20 'CU -5 A 0.20 2- 35 8 8X l 21 --- A 6-35 -- 4 C 22 --- A 0.20 C) 8 23 FCU -7* A 6.75 1 2 80 80 F 4 j 6 1 1/2" A 24 CU -6 A 020 2 50 6 6 25 -- A 6.75 -- 4 B 26 --- A 0.20 -- -- 6 27 FCU -8 * A 3.71 2 45 45 6 6 1" B 28 CU -7* A 0,20 2 50 6 6� 1 29 --- A 3.71 -- 6 C 30 1 --- A 0.20 -- 6 31 FCU -9 * A 6,75 2 80 80 2 2 4 1 1/2" A 32 CU -8 A 020 2 35 8 8 1 33 --- A 6.75 -- 2 B 34 --- 2K A 0.20 8 35 FCU -10 A 6.75 2 80 2 4 1 1/2" C . 36 CU -9* A 0.20 2 50 4 37 1 --- A 6.75 -- 2 A 38 --- A 0,20 -- -- , 4 39 IRECEPTACLES A 0.72 1 20 12 12 1/2" B 40 CU -10 A 020 2 50 4 6 41 ISPACE C 42 1 --- A 020 - 4 EQUIPMENT SERVED CON DF DESIGN LOAD (KVA) REMARKS 42 CIRCUITS -PROVIDE NEUTRAL & GROUND BUS -PROVIDE TYPE WRITTEN DIRECTORY 232 AMPS LIGHTING 4.95 1.245 6.19 MISC. EQUIPMENT 0,00 1.00 0,00 RECEPTACLES (IST 10KVA) 6.12 1,00 6.12 REMAINING RECEPTACLES 0.00 0.50 0.00 HVAC EQUIPMENT 71.16 1.00 71.16 KITCHEN 0.00 1.00 0.00 *= FCU AND HP LOADS ARE TOTAL 83.47 NON -COINCIDENTAL PROVIDE NEMA 3R LOCKABLE ENCLOSURE (1) #4/0 AWG CU GROUND ROD IN 1-1/4" CONDUIT TO 5/8"x30' CU CLAD GROUND THREE POINT GROUND FIELD, CONCRETE ENCASED ELECTRODE AND BLDG STEEL. METALLIC WATER PIPE _9 r -I.- (D 2 cl) m oo 0_ CD a) p CT c M0*) C) c:) C-0 C-0 I I 00 00 m cy) m 00 O =3 cn 0 U) cl) O C/) uj z 0 AM 2.4 PE No. 0 STAT 46, 0, PE b.' 73015 uj U) U) > C/) uj z 0 Z Lu w (9 0- 0 z c/) w < Lu � 0 _r w - 0 > C) w ,It I C) cLu r_ R WLu 2 1 8- 1 1 w I'l,_ L0(c) v__ T_ (0 T_ < cy) CO CO ovo- (y) 1q:r 0 z 0 wU) C) c\1 0 Lu TZ LL1 00 z (n U) co < w -L..: 0 Z Lu EC) De w LU 0 0 (D LLJ Z z FW- L_Lj U) > E2 OF- Z LL1 0::) Cr- F- < 0 _j ry 0-() a_ < EL < < U- F- (D -i -n z U) W W W � <Z Z< cy)z F- C,4 n FL 2 F < 00-0 (c) N w,q, cy) D cy) z < W m >- F- < > z w (b 0 0 (b -j o LL C/) w L. W C) 000, z < w 0 0 w m m z C) I= -O< 1_ 0- w 0 z U) >- _j a5 w CD (6 (y) 0 L0 L0 C) w F- w w >F 0 U) - 0 �j cr_ < w 2.4 PE No. 0 STAT 46, 0, PE b.' 73015 J (n .LL'tt QK = '93 'ANI cog Dt-11 = "13 d01 �Q� 00'8+00 Do:&+w Vis u U H (A Yv J Qzz� WO �Qo� C9 Z e m .0'g,,,�F'6 = '93 ANI y � sm�fr) (— 00'8+00 A8 eo+oQ V1S d-zUQ LL ■ O Q O Q �zw O Z J D M X,0m-j Z O 0) < N IZ O O Q m o Cn z 0 J (n .LL'tt QK = '93 'ANI Dt-11 = "13 d01 �Q� 00'8+00 Do:&+w Vis (A Yv J � C9 Z 0 .0'g,,,�F'6 = '93 ANI ■ .0$''t= '13 d01 00'8+00 A8 eo+oQ V1S LL ■ n O J (n .LL'tt QK = '93 'ANI Dt-11 = "13 d01 �Q� 00'8+00 Do:&+w Vis (A Yv J � C9 Z 0 .0'g,,,�F'6 = '93 ANI m .0$''t= '13 d01 00'8+00 A8 eo+oQ V1S lnowm ss .9WL 091 = (S) '93 'ANI 64 - _ .09*W99'W_- 93- d0:L- 00'9 t+00 00'0 t+00- V1S 31OHNVW SS .99'9 P;T = '93 'ANI (MS) .08'9 $LT = '93 ANI (N) .w* t 1.8%Vr = '93 dOi 00'9m 9k;D8+ T- Vis 31OHNVA SS .wo --G mi (7N) W9 = '93 ANI (M) LV9 = '13 ANI (3) 09'9 = '93 ANI (S) .LW*LQ8WC = '93 d01 ao a0+zzgq++ZT- 'Vis 31OHNVA A8V11NVS '1SIX3 Z O Lu Of W b �Q� � J � n Lo LL ~ n O Z J D M 0 Z O v O CV Cn z 0 'NIA O II Ln + a o a wzw b �Q� � J � n Lo LL ~ n O J D — �QI� Z O I I I I I I I I I I In M N - O 0) co n tD T T T T T O O O -N + O a z COCL ,3 o J N O O N + 0 1 O 0 0 O 0 I O 0 Co to 0 0 I 0 0 0 co 0 I 29 Cl O N + O I 0 O z v N b Li QC:) II n Lo N.--,. U ._... oY ac ' O O CV Cn O 'NIA O II I + O O (JW J Q_ C) U') // Z O I I La Cn 1 o m R Z a 1 J Z_ 1 II a I � w LA - I 3 LL o 1 in I I I I I I 1 I I I I i I I i I I I I I i I I I 1 I I I I I I I I I I I I I I Z Z M x� u� 1 w� I aO U I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I M CD 1 pZ cn Z a 1 vw I jOQ I a_ I co " N I �3 o I 1 1 w -i O I z I � I z I � I I I X `'' I I I I I I I I I I I In M N - O 0) co n tD T T T T T O O O -N + O a z COCL ,3 o J N O O N + 0 1 O 0 0 O 0 I O 0 Co to 0 0 I 0 0 0 co 0 I 29 Cl O N + O I 0 O z v N 0 Z Q D m V) Q 'o 0 O 0 N a I 0 0 N 0 I 7, 30�C1 O C �e mV, Vl� Oe 20 in is lz5 b Li QC:) II n Lo N.--,. U ._... O O CV Cn O O II I + O O (JW J Q_ C) U') 0 Z Q D m V) Q 'o 0 O 0 N a I 0 0 N 0 I 7, 30�C1 O C �e mV, Vl� Oe 20 in is lz5 NOTES 1. WATER AND SEWER PROVIDER: CITY OF BOYNTON BEACH. 2. ALL UTILITY MATERIALS SHALL COMPLY WITH CITY UTILITY DEPARTMENT'S CONSTRUCTION STANDARDS. 3. FIRE LINE SIZE TO BE CONFIRMED ONCE DATA FROM RESPECTIVE DESIGN PROFESSIONAL IS RECEIVED. 4. SITE UTILITIES SHALL BE VERIFIED BY THE GENERAL CONTRACTOR FOR THE LOCATION AND UTILITY COMPANY PROVIDING SERVICE. 5. GENERAL CONTRACTOR SHALL PROVIDE Z x Z x 6" THICK CONCRETE APRON AT ALL CLEANOUTS, VALVES AND METERS OUTSIDE OF BUILDING. 6. GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR ALL TAP AND CONNECTION FEES REQUIRED, AS WELL AS COST OF UNDERGROUND SERVICE CONNECTIONS TO THE BUILDING. 7. RESTRAINED JOINTS SHALL BE PROVIDED AT ALL BENDS, TEES, AND FIRE HYDRANTS. 8. DIMENSIONS SHOWN ARE TO CENTERLINE OF PIPE OR FITTING.. 9. ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS. 10. REFER TO BUILDING PLANS FOR LOCATION OF FIRE MAIN CONNECTIONS. 11. REFER TO ARCHITECTURAL PLANS FOR BUILDING, SCREEN WALLS, SIGNAGE, AND LIGHTING INFORMATION. 12. PIPE DEFLECTION SHALL BE PER MANUFACTURER'S SPECIFICATIONS. 13. PRIOR TO RELOCATION OF PRIVATE UTILITY PROVIDER'S FACILITIES, THE CONTRACTOR SHALL PROVIDE THE UTILITY COMPANY WITH AT LEAST 5 WEEKS OF ADVANCED NOTICE TO COORDINATE BILLING, DESIGN, AND CONSTRUCTION OF RELOCATED FACILITIES. 14. SFWMD WATER USE PERMITS BY CONTRACTOR ARE REQUIRED FOR THE IRRIGATION WELL. 80' L.W.D.D. LAKE WORTH DRAINAGE DISTRICT CANAL L-28 RIGHT-OF-W��IfECTRIC 85' WIDTH (80' RIGHT-OF-WAY+ 5' EASEMENT) PANEL---- _ _smm�mmmr- � 7°29'35"E(F) 999.73 -- - -BASIS OF BEARINGS TORS MANHOLE 6 L.W.D.D. EASEMENT STIR # 6 5/8" F. C. I. R. 4" WELL FLOOD ZONE "A9" (No I.D.) WELL HOUSE FLOOD ZONE "B" (WOOD) _--0,7' -0.7' WIDE MASONRY WALL f f' i f11 �I f IX �1f, f !x f fl fl fl 11 f� f11 fIx iI f11 1! fII f,l f I I A ,= FIRE HYDRANT 5 LF 18" 6" TAPPING SLEEVE 12' -WIDE UTILITY N 78052.1 I u _ 3 N 78040.2 E 955062.5 HDPE PIPE I� r" FIRE HYDRANT E 954744.6 EASEMENT EL=14.94'(TON) f I I } N 788040.1 EL.=10.22'(TOP) GR.=14.5' O.R.B. 28583 fi" GATE VALVE i E 954738.2 P.G. 0742 N 78$048.2 f �j Fes- 1% ter; EL=14.94 (TON) E 955063.0 F.f F :, Q f316 „ 6" WATER UNE 6" WATER LINE EL.=11.54'(TON) ,{ sl _ LF GATE VALVE 6 DIP N 78024.8 N 78030.8 GR.- 14.3' r ,., N 78 040.2 �- �, WATER MAIN -E 954879.6 _E 954976'7 �„ �-- AIN i I W _ i % iZ `� E 954741.3 EL -10.23 (TOP) EL.-10.33(TOP) LF 6 DIP WATER M _ W 5 LF 18" f i W W W w W 16 HDPE PIPE N i EL.=11.34'(TON)T'i yµ W W w 1�r r ?; GR.=14.4' -- -- -� Q e - �- - - --90° BEND I I �- NOTE: PRIOR TO COMMENCING OFF-SITE UTILITY ` WORK, CONTRACTOR SHALL HAVE ALL EXISTING UTILITIES LOCATED IN THE FIELD. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY EXISTING UTILITIES ARE IN CONFLICT. MMMOMMMO LEGEND. .� . . � PROPERTY LINE RIPRAP 10 CONTOUR LINE �.: . CONCRETE - - - TOP OF BANK ... .� BASIN/RIDGE LINE NEW ASPHALT PAVEMENT (REFER TO FLEXIBLE PAVEMENT O DETAIL ON GRADING AND o0� EXISTING GRADE ELEVATION DRAINAGE DETAILS SHEET) x 00.00 TOP OF CURB C EXISTING ASPHALT 00.00 FLOWLINE/PAVEMENT EDGE �) DRAINAGE MANHOLE EXISTING CONCRETE 0 DRAINAGE GRATE INLET 1 DETAIL 1, REFER TO SHEET C-7.0 EXISTING DRAINAGE INLET 4 CROSS SECTION 4, REFER MITERED END SECTION �U TO SHEET C-7.0 •�•�- DIRECTION OF RUNOFF FLOW DRAINAGE STRUCTURE D-1 DESIGNATION v DRAINAGE PIPE O SANITARY CLEAN OUT " Rffl- EXISTING DRAINAGE PIPE Q SANITARY MANHOLE W WATER LINE - - w - - EXISTING WATER LINE ® LIGHT POLE AND FIXTURE COb EXISTING UTILITY POLE CORPORATION STOP OR EXISTING LIGHT POLE VALVE EXISTING OVERHEAD UTILITY M WATERMAIN FITTINGS oHw LINE (BEND, TEE) ' FIRE HYDRANT ASSEMBLY I o Ii O II 0 5LF18" X1 23 LF 18° HDPE PIPE c> f HDPE PIPE to 1u f;lLJ_: fI J iI v ,I ! II �G Ix II III i� fl l fll EXISTING UTILITY POLE AND OVERHEAD WIRES f I i 19 PINE I I EXISTING FiRE HYDRANT f I JI X��- X- - X--- X- - X--- X--- X -- Q - � 4" 45' BEND N 787840.3 E 954886.8 INV.EL.=8:71' S E77 UP _ -- - -._ --- - - _ _ _ V _ - X - - - }�� 4"X 6" RED. AT%�� -- X - - - X - X - - 4" 45' BEND e - - X --X ---X 4" 45' BE,�ID =N 7$7$36.3 �S'LF 6" PVC (SDR -35) SANITARY SEWER N 7$7$36.9 s C/O WV E 954$86.9 " EXISTING 6" WATER MAiN N 787838.2 CE 954778.5 24 @ JoXr o SLOPE CLEANOUT INV. N 787833.2 STOPE 954776.6 INV.EL.=12.49' - . E 954887.1 12.62% INV EL 8 69 (ASPHALT) ELEV. = 9.83 ll IASRHAl T) INV.EL.=12.60' {ASPHR 16" 45' BEND 7 >�') INV.EL.=8.46' .ASPHALT 19" STOP 6"X6" TAPPINGL F 4" PVC (SDR -35) N 787818.0 OLF 6" PVC (SDR -35) EXISTING FIRE HYDRANT WELL SLEEVE 7" , „ , GUY ANCHORS 108 @y54%SLOPE E 954888.0 �� 6.0% SLOPE - f ,x/ 29 14 W 9 9 9.9 4 (F) 1 N 7$7829.8 , .23y, INV.EL.=8.24' E 954756.1 EL.=10.02'(T.OP) 6"X8" WYE SITE BENCHMARK #2 N 787813.3 4" SANITARY SEWER CONNECTION FOUND NAIL (NO ID) E 954893.4 (REFER TO ARCHITECTURAL PLANS) ELEV. =14.58' I INV.EL.=7.82' SURVEYORS CERTIFICATION: KNOW ALL MEN BY THESE PRESENTS, that the undersigned John H. Manucy Jr. has prepared the record drawing for the water and and sewer system and does hereby certify, in his professional opinion that the water and sewer system and related appurtenances show on this RECORD DRAWING, sheet C-6.0 Dated September % 2015 and observed in their constructed locations at the. project known as "t STORAGE BOYNTON BEACH''EWM0d ;were installed within the limits of the following 8,0 Iod d thdt *,e facilities have been located and d at ed �°tea rag. By. John H. Manu Jna P.S.M. Professional yar &Mapper No. 558 State of Florida - ti Manucy Land Survey -s, IMC. _ 12680 157th Street Waith Jupiter, Florida 33476-,_ - - Phone 561-427-0855 5/8" F. C. I. R. (LB#7706) . -.- RECORD AS -BUILT DRAWING ROJECT'. 1! IVA %__ BOYNTON BEACH EXPANSION .00ATION: 2951 SW 14TH PLACE BOYNTON BEACH PALM. BEACH COUNTY FLORIDA 33426 DEVELOPER: 0 ; : 0 1 Kill Rff Ft CA 26115 o I Foresite Group, Inc. -813.549.3250 10150 Highland Manor Ur.813.621.3580 Suite 210 WI Tampa, FL 33610 www.fg-inc.net SEAL' REVISIONS DATE ISSUED FOR CONSTRUCTION 11/17/15 A CONSTRUCTION REVISION (ADA PATH) 03/04/16 PROJECT MANAGER: JJM DRAWING BY. JEC JURISDICTION: CITY OF BOYNTON BEACH, FL DATE: 09/13/16 TiTLE: AS -BUILT UTILITY PLAN SHEET NUMBER: C-6.1 SCALE: 1 = 30 30 15 0 30 60 SCALE IN FEET JOB/FILE NUMBER: 652.003 LOCATION MAP PROJECT DIRECTORY OWNER: GEOTECHNICAL/ENVIRONMENTAL STORAGE QUEST APOLLO BEACH, LP CONSULTANT: 132 WEST PLANT STREET DUNKLEBERGER ENGINEERING AND WINTER GARDEN, FL 34787 TESTING, INC. (407) 586-0954 1225 OMAR ROAD CONTACT: CHRIS MILLER WEST PALM BEACH, FLORIDA 33405 (561) 689-4299 DEVELOPER: CONTACT: KEVIN E. AUBRY, PE PB BROWN, LLC 132 WEST PLANT STREET SURVEYOR: WINTER GARDEN, FL 34787 DAVRIS, INC. (407) 586-0954 5830 NEBRASKA AVENUE CONTACT: JANO MONTOYA NEW PORT RICHEY, FL 34652 (727) 232-3800 AGENT: CONTACT: CHRIS CHITTUM, PSM MILLER LAND PLANNING, IN 508 EAST BOYNTON BEACH"` BOULEVARD PALH BEACH `COUNTY I ALTR_ BOYNTON BEACH, FL 33435 DEPARTMENT (561) 736-8838 800 NORTH CLEMATIS STREET CONTACT: BRADLEY MILLER WEST PLAM BEACH, FL 33401 (561) 840-4500 CIVIL ENGINEER: CONTACT: ALINA ALONSO FORESITE GROUP, INC. 10150 HIGHLAND MANOR DRIVE LOCAL JURISDICTION: SUITE 210 CITY OF BOYNTON BEACH TAMPA, FL 33610 PLANNING AND ZONING (813) 549-3250 100 EAST BOYNTON BEACH BOULEVARD CONTACT: JOHN J. MUELLER, PE BOYNTON BEACH, FL 33425 (561) 742-6260 ARCHITECT: CONTACT: ED BREESE THE RABCO CORPORATION 1041 CROWN PARK CIRCLE WATER MANAGEMENT DISTRICT: WINTER GARDEN, FL 34787 SOUTH FLORIDA WATER MANAGEMENT (800) 989-0220 DISTRICT CONTACT: BUSTER OWENS 3301 GUN CLUB ROAD WEST PALM BEACH, FL 33406 LANDSCAPE ARCHITECT: (561) 686-8800 FORESITE GROUP, INC. CONTACT: JEFFERY H. GREENFIELD, 10150 HIGHLAND MANOR DRIVE PHD, PE SUITE 210 TAMPA, FL 33610 LAKE WORTH DRAINAGE DISTRICT' (813) 549-3250 13081 S. MILITARY TRAIL CONTACT: JONATHAN BULLARD DELRAY BEACH, FL 33484 (561) 498-5363 CONTACT: MICHAEL BRADY u I'L1�T,Y AS-BUIll ILT RECOoRD11 DRAWINGS FOR: iSTORAGE - BOYNTON BEACH EXPANSION 2951 SOUTHWEST 14TH PLACE N.E.Q. OF S. CONGRESS AVE AND S.W. 30TH AVE BOYNTON BEACH, PALM BEACH COUNTY, FLORIDA 33426 PARCEL ID #08-43-46-05-00-000-3110 SECTION 05, TOWNSHIP 43 S, RANGE 46 E DEVELOPER: ■ UTILITY PROVIDERS rl Elam POO'% roll WATER & WASTEWATER: TELECOMMUNICATIONS: _ r All CITY OF BOYNTON BEACH UTILITIES AT&T ��kmamm 100 EAST BOYNTON BEACH 8601 WEST SUNRISE BOULEVARD BOULEVARD IST FLOOR BOYNTON BEACH, FL 33425 PLANTATION, FL 33322 (561) 742-6413 (954) 723-2540 CONTACT: CHRISTOPHER ROSCHEK CONTACT: OTIS KEEVE POWER: FLORIDA POWER AND LIGHT 4200 WEST FLAGLER STREET MIAMI, FL 33134 (305) 329-5152 CONTACT: TRACY STERN VICINITY MAP SHEET INDEX C-1.0 COVER SHEET C-6.1 AS -BUILT UTILITY PLAN CONTRACTOR TO INSTALL CHRISTIE MFG PLASTIC VALVE ID TAG CARSON SUPER JUMBO VALVE BOX REC. WITH COVER SCH. 80 NIPPLE T.O.E. SCH. 80 UNION CLASS 200 LATERAL LINE CORRUGATED 10" PIPE � MAINLINE '--1/2"-3/4" CRUSHED STONE CONTROL VALVE NTS 2 CUBIC FEET MANUAL DRAIN VALVE NTS LOX >H GRADE CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN REFERENCE TO THE INSTALLATION OF PVC PIPING AND LOW VOLTAGE WIRING. MAIN SUPPLY, LATERAL MAIN LATERAL LOW -VOLTAGE 120 VOLT AND LOW -VOLTAGE WIRING SUPPLY LINE WIRING WIRING 12" 12" 12" 12" 12" 12" TUBING OR 18" 18' 4 TRACKING } f WRING- LATERAL • WIRE #14-1 -- t (YELLOW) • MAIN LINE O 2" 2" 2" ALL 120 VOLT WIRING . . + TO BE INSTALLED W W . . W . . . . • IN ACCORDANCE WITH LOCAL CODE. W . 20' . . . . + + TIE A LOOSE 20" LOOP IN W W . ALL MAIN SUPPLY LINES • • + • • • + WRING AT ALL CHANGES OF TO BE INSTALLED IN DIRECTION GREATER THAN 30° TAPE AND BUNDLE ACCORDANCE WITH UNTIE ALL LOOPS AFTER ALL TUBING OR WRING MANUFACTURER'S INSTAL- CONNECTIONS HAVE BEEN AT 20' INTERVALS. LATION SPECIFICATIONS. COMPLETED. r-l'NN TRENCHING NTS HUNTER 1-20 ADS SERIES `— FINISH GRADE 3/4" X 12" SCH. 80 PVC NIPPLE LATERAL LINE J/ Zppp�11 pr'STREET ELLS bb (1) 3/4" MARLEX STREET ELL LAWN ROTO _I NTS 1/4" HEAVY DUTY PLASTIC RESTRAINT STRAP 10" CARSON VALVE BOX w • `FINISH GRADE RAIN BIRD QUICK COUPLING VALVE (AS SPECIFIED IN LEGEND) =_ 1/2" REBAR STAKE (1) SCH. 80 ELL (9D ) (1) SCH. 80 NIPPLE (3" LENGTH) SCH. 80 NIPPLE GALVANIZED NIPPLE (12" LENGTH) (3" LENGTH) 1/2"-3/4" CRUSHED STONE (1) SCH. 80 ELL (90) MAINLINE (1) SCH. 80 NIPPLE (3" LENGTH) F QUICK COUPLING VALVE_ NTS NOTE: 1. ALL WIRING TO BE INSTALLED AS PER LOCAL CODE. 2. SEE CONTROLLER MANUAL FOR MOUNTING INSTRUCTIONS. 3. INSTALL ALL MANUFACTURER'S RECOMMENDED LIGHTNING PROTECTION AND GROUND ROD GRID. CONDUIT - 120 VOLT POWER AND GROUND WIRES NTS CONTROLLER FINISH GRADE RAIN BIRD 1806 -SAM SERIES 1/2" X 8" SCH. 80 PVC NIPPLE LATERAL LINE STREET ELLS I (1) 1/2" MARLEX STREET ELL 'LAWN SPRAY NTS NOTE: FOR WIRE SIZES #14, #12 AND #10. STEP 1 �• 1/2" STRIP WIRES APPROXIMATELY 1/2" FROM ENDS STEP 2 AND TWIST ENDS TOGETHER. STEP 3 TWIST WIRE NUT ONTO WIRE ENDS. PUSH WIRE NUT INTO CONNECTOR PAST TABS. STEP 4 STEP 5 STRAP TOP TO CONNECTOR. TABS GWIRE CONNECTION NTS 3M-DBR/Y-6 NOTE TO IRRIGATION CONTRACTOR: 1. LOCATE WHERE RAIN CAN FALL DIRECTLY INTO DEVICE AND WHERE IRRIGATION HEADS CANNOT SPRAY INTO SENSOR AREA. 2. INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. WIRELESS SENSOR SIGNAL RECEIVER CONTROLLER NTS PARAPET COPING WIRELESS RAIN AND FREEZE SENSOR ANTENNA ++i RAIN BIRD CONTROL +* CONTROLLER CONTROL WIRE TO VALVES t+ RAIN/FREEZE SENSOR tom.Zx OnL k`�� ✓ +�+ 6" CHANNEL ELECTRICAL CONNECTION +*� BOX WITH TERMINAL BLOCK TO INTERFACE �i ��. FIELD WIRING AND CONTROLLER ++ LIGHTNING PROTECTION +++,•# RNN:ABIRD *++ ++ WALL CONTROL +++ WIRES +*+ t+ COMMON t+ WIRE ++++ UL DIRECT * BURIAL WIRES + +++ (TO REMOTE +++t CONTROL VALVES) CONDUIT +* 7 ++i FINISH +y+ GRADE CONTROLLER FINISH GRADE RAIN BIRD 1806 -SAM SERIES 1/2" X 8" SCH. 80 PVC NIPPLE LATERAL LINE STREET ELLS I (1) 1/2" MARLEX STREET ELL 'LAWN SPRAY NTS NOTE: FOR WIRE SIZES #14, #12 AND #10. STEP 1 �• 1/2" STRIP WIRES APPROXIMATELY 1/2" FROM ENDS STEP 2 AND TWIST ENDS TOGETHER. STEP 3 TWIST WIRE NUT ONTO WIRE ENDS. PUSH WIRE NUT INTO CONNECTOR PAST TABS. STEP 4 STEP 5 STRAP TOP TO CONNECTOR. TABS GWIRE CONNECTION NTS 3M-DBR/Y-6 NOTE TO IRRIGATION CONTRACTOR: 1. LOCATE WHERE RAIN CAN FALL DIRECTLY INTO DEVICE AND WHERE IRRIGATION HEADS CANNOT SPRAY INTO SENSOR AREA. 2. INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. WIRELESS SENSOR SIGNAL RECEIVER CONTROLLER NTS PARAPET COPING WIRELESS RAIN AND FREEZE SENSOR ANTENNA 12" CARSON VALVE BOX SCH 80 PVC TRUE UNION BALL VALVE SCH. 80 NIPPLE T.O.E. SCH. 80 ELL (TYPICAL) ---�� —FINISH GRADE SCH. 80 NIPPLE T.O.E. SCH. 80 NIPPLE (TYPICAL) CORRUGATED / -\N '"" .v 10" PIPE —/ 1/2"-3/4" CRUSHED STONE 1 ISOLATION BALL VALVE NTS NOTE: INSTALLER OF SLEEVES SHALL BE RESPONSIBLE TO LOCATE SLEEVES IF NOT PROPERLY INSTALLED. 2" CAPPED MARKER PIPE. PIPE MUST EXTEND 6" BELOW BOTTOM OF SLEEVE, PAINTED FLOURESCENT PURPLE RAIN BIRD 1812 -SAN CLASS 00 PVC SLEETE 1 SLEEVING NTS (2) 1/2" MARLEX STREET ELLS TREET ELL SHRUB SPRAY PROJECT: BOYNTON BEACH EXPANSION LOCATION: 2951 SW 14TH PLACE BOYNTON BEACH PALM BEACH COUNTY FLORIDA 33426 ENGINEER: SI EAL: REMOTE COMMON WIRE TO VALVES CONTROL JURISDICTION: CITY OF BOYNTON BEACH, FL VALVE CONTROL WIRE TO VALVES SHEET NUMBER: RAIN/FREEZE SENSOR 12" CARSON VALVE BOX SCH 80 PVC TRUE UNION BALL VALVE SCH. 80 NIPPLE T.O.E. SCH. 80 ELL (TYPICAL) ---�� —FINISH GRADE SCH. 80 NIPPLE T.O.E. SCH. 80 NIPPLE (TYPICAL) CORRUGATED / -\N '"" .v 10" PIPE —/ 1/2"-3/4" CRUSHED STONE 1 ISOLATION BALL VALVE NTS NOTE: INSTALLER OF SLEEVES SHALL BE RESPONSIBLE TO LOCATE SLEEVES IF NOT PROPERLY INSTALLED. 2" CAPPED MARKER PIPE. PIPE MUST EXTEND 6" BELOW BOTTOM OF SLEEVE, PAINTED FLOURESCENT PURPLE RAIN BIRD 1812 -SAN CLASS 00 PVC SLEETE 1 SLEEVING NTS (2) 1/2" MARLEX STREET ELLS TREET ELL SHRUB SPRAY PROJECT: BOYNTON BEACH EXPANSION LOCATION: 2951 SW 14TH PLACE BOYNTON BEACH PALM BEACH COUNTY FLORIDA 33426 ENGINEER: SI EAL: REVISIONS DATE ISSUED FOR CONSTRUCTION 11/17/15 1 CONSTRUCTION REVISION (ADA PATH) 03/04/16 ----- v- v PROJECT MANAGER: JJM �t JURISDICTION: CITY OF BOYNTON BEACH, FL DATE: 02/03/15 Z SHEET NUMBER: yi JOB/FILE NUMBER: 652.003 tom.Zx OnL k`�� ✓ s y N (if, tea(\\\ �i ��. d ..1• REVISIONS DATE ISSUED FOR CONSTRUCTION 11/17/15 1 CONSTRUCTION REVISION (ADA PATH) 03/04/16 ----- v- v PROJECT MANAGER: JJM DRAWING BY: JEC JURISDICTION: CITY OF BOYNTON BEACH, FL DATE: 02/03/15 TITLE: IRRIGATION,- D ETAI LS - SHEET NUMBER: SCALE: NTS ��---��-�-- JOB/FILE NUMBER: 652.003 _.., .._ _ _.ww..___ _. _ -, _-L,R�,,.,�,.-,,w ..° O I I IRRIGATION WELL NOTES: 1. AT PRESENT THE EXISTING WELL PRODUCES 60 GPM @ 43 PSI DISCHARGE. 2. INSTALLATION CONTRACTOR SHALL BE REQUIRED TO ADJUST THE WELL SO THAT IT PRODUCES 30 GPM DISCHARGE, WHICH SHOULD RESULT IN AN INCREASE N DISCHARGE PRESSURE. 3. CONTRACTOR SHALL VERIFY INCREASED PRESSURE AND ENSURE THAT PRESSURE IS ADEQUATE TO CORRECTLY OPERATE THE PROPOSED DRIP AND SPRINKLER HEADS AT SITE. IF NOT, CONTRACTOR SHALL COORDINATION WITH OWNER FOR FURTHER DIRECTION. NOTES: 1. ALL SPRINKLERS WILL BE MOUNTED ON (3) MARLEX STREET ELLS WITH A SCHED. 80 NIPPLE SIZE OF SPRINKLER INLET. 2. CONTRACTOR TO UTILIZE A AUTOMATIC DRAIN CHECK VALVE DEVICE WHERE LOW HEAD DRAINAGE MAY OCCUR. 3. ALL WIRE WILL BE COLOR CODED DIRECT BURIAL UL/UF WIRE: COMMON (WHITE) #12-1, CONTROL (RED) #14-1. 4. ALL PIPING AND WIRING UNDER HARDTOPS WILL BE IN CLASS 200 PVC PIPE SLEEVE. NOTE: SYSTEM HAS BEEN REDESIGNED FOR ENTIRE SITE TO REPLACE ALL DRIP IRRIGATION WITH MP ROTATOR COVERAGE. TYPICAL VALVE INDICATOR 28.5 GALLONS PER MIN. 10 STATION NUMBER U� VALVE SIZE Pi U WORTH DRAINAGE NA EAS c ,0' EASEMENT � SOUTH BOUND DAR E` LINE OF B�,,z) 7390,, IMAGE 455 THE � c I 2 1" 3 �� Le ,I ,z>w CANAL �a 11 ... �_ 1� 1� 17 � i 1 � � � �-" 1� 1, �Jmm� ,1 __ IRRIGATION LEGEND © EXISTING IRRIGATION WELL- REFER TO NOTES ON PLANS 00 MANUAL DRAIN VALVE. SCH 80 PVC TRUE UNION BALL VALVE. DETAIL -E. > Q e RAIN BIRD ESP-24-LXME CONTROLLER: 24 STATION, MODULAR © CONTROLLER, FOUR PROGRAMS, WALL MOUNTED. DETAIL -J > IRRIGATION CONTRACTOR SHALL ALSO INSTALL A WIRELESS MIN11 A AA CLIK II RAIN SENSOR AND A FREEZE-CLIK DEVICE. > RAIN BIRD 150-PEB PLASTIC ELECTRIC REMOTE CONTROL VALVE, 11/2" SIZE, > MOUNTED WITH SCH 80 PVC TRUE UNION BALL VALVE, DETAIL -A. > ,& d k RAIN BIRD 100-PEB PLASTIC ELECTRIC REMOTE CONTROL VALVE, 1" SIZE, MOUNTED WITH SCH 80 PVC TRUE UNION BALL VALVE, DETAIL -A. 007 RAIN 6" POP-UP LAWN SPRAY 12' RADIUS, FULL -2.0 .0 GPM QUARTER -0.5 GPM 30 PSI. DETAIL-C.SPRINKLER, GPM, HALDF11806-SAM, • 1!�O RAIN BIRD 1806 -SAM, 6" POP-UP LAWN SPRAY SPRINKLER, 15' RADIUS, FULL -4.0 GPM, HALF GPM, QUARTER GPM, 30 PSI. DETAIL -C. > -2.0 -1.0 m RAIN BIRD 1806 -SAM, 6" LAWN POP-UP SIDE STRIP SPRAY SPRINKLER, 9'X 18' O RADIUS, 1.5 GPM, 30 PSI. DETAIL -C. O RAIN BIRD 1806 -SAM, 6" LAWN SIDE STRIP SPRAY SPRINKLER, 4'X 30' RADIUS, 1.5 GPM, 30 PSI. DETAIL -C. ® RAIN BIRD 1806 -SAM, 6" LAWN END STRIP SPRAY SPRINKLER, 4' X 15' RADIUS, 1.0 GPM, 30 PSI. DETAIL -C. RAIN BIRD 1806 -SAM WITH 1404 BUBBLER NOZZLE AND PA -80 ADAPTER. _ 6" F(.)H-UN 1 Ktt bUbbLtK, 'I.0 UF'M, Ut I AIL -U. HUNTER INDUSTRIES MP ROTATOR SERIES 3000, MOUNTED ON RAIN BIRD 1812- > Q e SAM SPRINKLER IN BED AREAS, 30' RADIUS, FULL -4.0 GPM, HALF -2.0 GPM, > QUARTER -1.0 GPM, 40 PSI, DETAIL -L. > HUNTER INDUSTRIES MP ROTATOR SERIES 2000, MOUNTED ON RAIN BIRD 1812- / A AA SAM SPRINKLER IN BED AREA, 20' RADIUS, FULL -2.0 GPM, HALF -1.0 GPM, l > QUARTER -0.5 GPM, 40 PSI, DETAIL -L. / > HUNTER INDUSTRIES MP ROTATOR SERIES 1000, MOUNTED ON RAIN BIRD / > ,& d k 1812 -SAM SPRINKLER IN BED AREA, 12-15' RADIUS, FULL -1.0 GPM, HALF -0.5 GPM, / QUARTER -0.25 GPM, 40 PSI, DETAIL -L. Q HUNTER INDUSTRIES MP ROTATOR SERIES (SIDE STRIP), MOUNTED ON RAIN BIRD 1 > 1812 -SAM SPRINKLER IN BED AREA, 5'x30' RADIUS, 1.0 GPM, 40 PSI, DETAIL -L. > m HUNTER INDUSTRIES MP ROTATOR SERIES (END STRIP), MOUNTED ON RAIN BIRD 1 > 1812 -SAM SPRINKLER IN BED AREA, 5'x15' RADIUS, 0.5 GPM, 40 PSI, DETAIL -L. = a QUARTER -2.0 G MLA 5 PSIWN OTOR, LOBRADIUS, FULL -8.0 GPM, HALF -4.0 GPM, HUNTER 1-20 ADS LAWN FI R ® QUARTER -1.0 GPM, 45 PS ODO AILOBRADIUS, FULL -4.0 GPM, HALF -2.0 GPM, RAIN BIRD #5 QUICK COUPLING VALVE 1" SIZE. CONTRACTOR TO SUPPLY TWO QCV KEYS AND MATCHING HOSE SWIVELS. DETAIL -F. SCH 80 PVC TRUE UNION BALL VALVE, SIZED SAME AS MAINLINE, MOUNTED IN CARSON VALVE BOX, DETAIL -D. - - - - - - MAINLINE PIPE: 1-1/2" SIZE IF NOT NOTED. CLASS 200 PVC. IRRIGATION SLEEVE: CLASS 200 PVC, SIZE NOTED ON PLAN. DETAIL -H. LATERAL LINE PIPE: CLASS 200 PVC, SIZE NOTED. - • - • - • - • - 3" ELECTRICAL CONDUIT SLEEVE. _ -�T GENERAL NOTES .. f`': � V °;.. 11 �I. ,� ♦ < `°• t I �, - _ f. <,' R 1. ALL MAINLINES TO HAVE A MINIMUM OF 18" OF COVER. (CLASS 200 PVC PIPE). 23. ALL MATERIAL TO BE SUPPLIED BY CONTRACTOR TO OWNER: �,`' ' ''P°'; t:; "' _",_. 2. ALL LATERAL AND SUB -MAIN PIPE TO HAVE A MINIMUM OF 12" OF COVER. A. TWO WRENCHES FOR DISASSEMBLING AND ADJUSTING EACH TYPE OF :� . ., �. CLASS 200 PVC PIPE). SPRINKLER HEADS AND VALVE SUPPLIED. � x4", ,', � � ( ) 2` I . ,N,.. �.` A =H f' 3. NO ROCKS BOULDER OR OTHER EXTRANEOUS MATERIALS TO BE USED IN B. TWO KEYS FOR EACH OF THE AUTOMATIC CONTROLLERS. =' 1. r 1 F,, " i _ ` ±' ,w a ' ""� „,..:I' „_., • "< ``a ,,t > MATCHING HOSE SWIVELS BACKFILLING OF TRENCH C TWO QUICK COUPLER KEYS WITH `'- N T RERS' SPECIFICATIONS. SYSTEM DIAGRAMMATIC TO 1 EPI 4. ALL PIPE TO BE INSTALLED AS PER MA UFAC U 24 SST S IMPROVE CLARITY. ALL MAINLINE PIPING ELECTRIC • .:. " ;.' _,, _ I.I _ �. „" 11 Q ♦ , , .. 0 � ' < ,,' "' ,.z ; .._.. 11 - , ,`:'•' A. 5. ALL THREADED JOINTS TO BE COATED WITH TEFLON TAPE OR LIQUID VALVES AND WIRING ARE TO BE INSTALLED IN LANDSCAPE AREAS AND WITHIN ., > .> ^ ' i • , - ,_`,.°`' I � �� : - � "� _D fF,:'»'> " f'' TEFLON. PROPERTY BOUNDARIES. CONTRACTOR SHALL REFERENCE THE LANDSCAPE - , r i M f - - _ I ,.> ww , I� `^ ♦ ' `" " ' I L � � 'A - 6. ALL LINES TO BE THOROUGHLY FLUSHED BEFORE INSTALLATION OF PLAN PRIOR TO THE INSTALLATION OF PIPING TO AVOID CONTACT WITH PLANT _.> Lt, zit ". , F. �i M °' I SPRINKLER HEADS. MATERIALS EXISTING OR NEW. r I� , I S R .,..°.w ; ,°<♦; IRRIGATION LEGEND TYPICAL VALVE INDICATOR NOTES: 1. ALL SPRINKLERS WILL BE MOUNTED ON (3) MARLEX STREET ELLS WITH A EXISTING IRRIGATION WELL -REFER TO NOTES ON PLANS ORBOUNDARY I Ae LINE a NOTE: WW < 28.5_ GALLONS�LN�2 MM.- m� � �' SCHED. 80 NIPPLE SIZE OF SPRINKLER INLET. er�',OWNSHIP 46 ,SOUTH, G 3 EAS"- SYSTEM HAS BEEN REDESIGNED FOR ENTIRE SITE TO 2. CONTRACTOR TO UTILIZE A AUTOMATIC DRAIN CHECK VALVE DEVICE 00MANUAL DRAIN VALVE. SCH 80 PVC TRUE UNION BALL VALVE. DETAIL -E. REPLACE ALL DRIP IRRIGATION WITH MP ROTATOR COVERAGE. 1 O STATION NUMBER WHERE LOW HEAD DRAINAGE MAY OCCUR. / „ 3. ALL WIRE WILL BE COLOR CODED DIRECT BURIAL UL/UF WIRE: COMMON RAIN BIRD ESP-24-LXME CONTROLLER: 24 STATION, MODULAR 1 VALVE SIZE (WHITE)#12-1, CONTROL (RED) #14-1.© CONTROLLER, FOUR PROGRAMS, WALL MOUNTED, DETAIL -J 4. ALL PIPING AND WIRING UNDER HARDTOPS WILL BE IN CLASS 200 PVC IRRIGATION CONTRACTOR SHALL ALSO INSTALL A WIRELESS MINII P1P-E-SLE-EVE CLIK II RAIN SENSOR AND A FREEZE-CLIK DEVICE. 30 28 30 RAIN BIRD 150-PEB PLASTIC ELECTRIC REMOTE CONTROL VALVE, 11/2" SIZE, �� °ArOXIa�' 1Ig�iibi CZrltOJr`LCctlOt.° 14 • a • • ••--• - - .- .-.- , MOUNTED WITH SCH 80 PVC TRUE UNION BALL VALVE, DETAIL -A. Owner's Representative Shall Pinpoint Exact 7 8 9 10 Location at Site. Irrigation Contractor Shall 1�» RAIN BIRD 100-PEB PLASTIC ELECTRIC REMOTE CONTROL VALVE, 1" SIZE, Hardwire 120 VAC Power to Controller. 1 14 MOUNTED WITH SCH 80 PVC TRUE UNION BALL VALVE, DETAIL -A. » » » IRRIGATION WELL NOTES: RAIN BIRD 1806 -SAM, 6" POP-UP LAWN SPRAY SPRINKLER, 12' RADIUS, FULL -2.0 1. AT PRESENT THE EXISTING WELL PRODUCES 60 GPM @ ms R, _ - GPM, HALF -1.0 GPM, QUARTER -0.5 GPM, 30 PSI. DETAIL -C. " . •, °° PSI DISCHARGE. j r 3 �� c 43 ALL BE REQUIRED TO RAIN BIRD 1806 -SAM, 6" POP-UP LAWN SPRAY SPRINKLER, 15' RADIUS, FULL -4.0 _- ag w \, a 2. INSTALLATION CONTRACTOR SH Q r, -• .�'v f • �O GPM, HALF -2.0 GPM, QUARTER -1.0 GPM, 30 PSI. DETAIL -C. mi .r '� .g. z� ADJUST THE WELL SO THAT IT PRODUCES 30 GPM - - SPRINKLER, X 18 -.. < - • ""�"��' a, ., � �- �;�-�; � DISCHARGE, WHICH SHOULD RESULT IN AN INCREASE N P SIDE STRIP SPRAY , < . • " �, .. mow. ., »;M DISCHARGE PRESSURE. RADIO .5 GPM,30 PSI. ETALOC. U A I D 1806 S 6 R INBR � •-y'. � n • � 3. CONTRACTOR SHALL VERIFY INCREASED PRESSURE S 1 <, 7. • ^. . •, - .., .. ,,, m, : � �m��:��,-;°° ° <. ,:. •., ° ° _-. • �;'" ' ,' AND ENSURE THAT PRESSURE IS ADEQUATE TO STRIP SPRAY SPRINKLER 4'X 30' <.. O RADIO .5 GP 0 PSI. DETAIL -C. ;, ---�'"' BIRD 1806 -SAM, 6" LAWN SIDE RAIN 180 .a CORRECTLY OPERATE THE PROPOSED DRIP AND ° S, 1 M, 3 <, .. °. g.•., .. • < ..' • •< .- }: <, ..•; ... ^ '. ^: . < °, , < t. < SPRINKLER LE R HEADS AT SITE. IF NOT CONTRACTOR R ACT R RAIN BIRD 1806 SAM 6 LAWN END STRIP SPRAY SPRINKLER, 4'X 15' SHALL COORDINATION WITH OWNER FOR FURTHER • , ^ - •' ; -.• •"'< ,• .,. ^AD S R IU, 1. GPM, 0 PSI DETAIL -C. TION M, 3 DIRECTION. c. < , i I C 2 3 < - - D < < 4 4 BUBBLER NOZZLE AND PA 80 ADAPTER, �..N 06 SAM WITH 1 0 RAIN BIRD 18 » Im HE Im r OMNI 1. 7ii 2 V19.7, 28 " 20 `LLI R. im . <tj 40-0'x 375-0 A. 1» » �/' 2 28.5\// 30 V �WONE STORY BUILDING b.. r(.)r-Ur i Ktt tUbbLtK, _1.0 U11A, Ut i Hip -U. HUNTER INDUSTRIES MP ROTATOR SERIES 3000, MOUNTED ON RAIN BIRD 1812- Q e SAM SPRINKLER IN BED AREAS, 30' RADIUS, FULL -4.0 GPM, HALF -2.0 GPM, QUARTER -1.0 GPM, 40 PSI, DETAIL -L. ' Az HUNTER INDUSTRIES MP ROTATOR SERIES 2000, MOUNTED ON RAIN BIRD 1812- SAM SPRINKLER IN BED AREA, 20' RADIUS, FULL -2.0 GPM, HALF -1.0 GPM, QUARTER -0.5 GPM, 40 PSI, DETAIL -L. HUNTER INDUSTRIES MP ROTATOR SERIES 1000, MOUNTED ON RAIN BIRD 1812 -SAM SPRINKLER IN BED AREA, 12-15' RADIUS, FULL -1.0 GPM, HALF -0.5 GPM, 4. QUARTER -0.25 GPM, 40 PSI, DETAIL -L. 24. HUNTER INDUSTRIES MP ROTATOR SERIES (SIDE STRIP), MOUNTED ON RAIN BIRD AQ 1812 -SAM SPRINKLER IN BED AREA, 5'x30' RADIUS, 1.0 GPM, 40 PSI, DETAIL -L. m HUNTER INDUSTRIES MP ROTATOR SERIES (END STRIP), MOUNTED ON RAIN BIRD 1812 -SAM SPRINKLER IN BED AREA, 5'x15' RADIUS, 0.5 GPM, 40 PSI, DETAIL -L. � D HUNTER ADS LAWN OFULL -8.0 GPM, HALF -4.0 GPM, ■ QUARTER 200 GPM, 45 PSIDO AILOBRADIUS, 1:1 B ® HUNTER 1-20 ADS LAWN FULL -4.0 GPM, HALF -2.0 GPM, QUARTER -1.0 GPM, 45 PSIODO AILOBRADIUS, RAIN BIRD #5 QUICK COUPLING VALVE 1" SIZE. CONTRACTOR TO SUPPLY TWO QCV 7. KEYS AND MATCHING HOSE SWIVELS. DETAIL -F. 25. SCH 80 PVC TRUE UNION BALL VALVE, SIZED SAME AS MAINLINE, MOUNTED IN 8. ALL ELECTRICAL JOINTS TO BE MADE USING WATERPROOF CONNECTIONS AS CARSON VALVE BOX, DETAIL -D. - - - - - - MAINLINE PIPE: 1-1/2" SIZE IF NOT NOTED. CLASS 200 PVC. - - - - - - IRRIGATION SLEEVE: CLASS 200 PVC, SIZE NOTED ON PLAN. DETAIL -H. 9. LATERAL LINE PIPE: CLASS 200 PVC, SIZE NOTED. - • - • - • - - 3" ELECTRICAL CONDUIT SLEEVE. GENERAL NOTES FURNISHED BY THE CONTRACTOR. 27. PRIOR TO BID IRRIGATION CONTRACTOR SHALL VERIFY RIGHT-OF-WAY AND 10. NO ELECTRICAL CONNECTIONS SHALL BE MADE IN THE FIELD EXCEPT AT A BACKFLOW REQUIREMENTS. NO LATER THAN FIVE DAYS BEFORE BID VALVE CONTROL BOX OR ANOTHER VALVE BOX SPECIFICALLY FOR SUBMITTALS CONTRACTOR SHALL NOTIFY CONSULTANT OF ANY CHANGES FROM STRUCTURE A PLANS AND SPECIFICATIONS. 11. f` 28. IRRIGATION CONTRACTOR SHALL PROVIDE THE OWNER AND LANDSCAPE (SELF-SERVICE STORAGE -100 UNITS) REFERRED TO THE IRRIGATION CONSULTANT BY THE CONTRACTOR FOR ARCHITECT WITH A REPRODUCIBLE CROSS MEASURED AS -BUILT DRAWING OF r OMNI 1. 7ii 2 V19.7, 28 " 20 `LLI R. im . <tj 40-0'x 375-0 A. 1» » �/' 2 28.5\// 30 V �WONE STORY BUILDING 1. ALL MAINLINES TO HAVE A MINIMUM OF 18" OF COVER. (CLASS 200 PVC PIPE). 23. ALL MATERIAL TO BE SUPPLIED BY CONTRACTOR TO OWNER: 2. b.. r(.)r-Ur i Ktt tUbbLtK, _1.0 U11A, Ut i Hip -U. HUNTER INDUSTRIES MP ROTATOR SERIES 3000, MOUNTED ON RAIN BIRD 1812- Q e SAM SPRINKLER IN BED AREAS, 30' RADIUS, FULL -4.0 GPM, HALF -2.0 GPM, QUARTER -1.0 GPM, 40 PSI, DETAIL -L. ' Az HUNTER INDUSTRIES MP ROTATOR SERIES 2000, MOUNTED ON RAIN BIRD 1812- SAM SPRINKLER IN BED AREA, 20' RADIUS, FULL -2.0 GPM, HALF -1.0 GPM, QUARTER -0.5 GPM, 40 PSI, DETAIL -L. HUNTER INDUSTRIES MP ROTATOR SERIES 1000, MOUNTED ON RAIN BIRD 1812 -SAM SPRINKLER IN BED AREA, 12-15' RADIUS, FULL -1.0 GPM, HALF -0.5 GPM, 4. QUARTER -0.25 GPM, 40 PSI, DETAIL -L. 24. HUNTER INDUSTRIES MP ROTATOR SERIES (SIDE STRIP), MOUNTED ON RAIN BIRD AQ 1812 -SAM SPRINKLER IN BED AREA, 5'x30' RADIUS, 1.0 GPM, 40 PSI, DETAIL -L. m HUNTER INDUSTRIES MP ROTATOR SERIES (END STRIP), MOUNTED ON RAIN BIRD 1812 -SAM SPRINKLER IN BED AREA, 5'x15' RADIUS, 0.5 GPM, 40 PSI, DETAIL -L. � D HUNTER ADS LAWN OFULL -8.0 GPM, HALF -4.0 GPM, ■ QUARTER 200 GPM, 45 PSIDO AILOBRADIUS, 1:1 B ® HUNTER 1-20 ADS LAWN FULL -4.0 GPM, HALF -2.0 GPM, QUARTER -1.0 GPM, 45 PSIODO AILOBRADIUS, RAIN BIRD #5 QUICK COUPLING VALVE 1" SIZE. CONTRACTOR TO SUPPLY TWO QCV 7. KEYS AND MATCHING HOSE SWIVELS. DETAIL -F. 25. SCH 80 PVC TRUE UNION BALL VALVE, SIZED SAME AS MAINLINE, MOUNTED IN 8. ALL ELECTRICAL JOINTS TO BE MADE USING WATERPROOF CONNECTIONS AS CARSON VALVE BOX, DETAIL -D. - - - - - - MAINLINE PIPE: 1-1/2" SIZE IF NOT NOTED. CLASS 200 PVC. - - - - - - IRRIGATION SLEEVE: CLASS 200 PVC, SIZE NOTED ON PLAN. DETAIL -H. 9. LATERAL LINE PIPE: CLASS 200 PVC, SIZE NOTED. - • - • - • - - 3" ELECTRICAL CONDUIT SLEEVE. GENERAL NOTES 1. ALL MAINLINES TO HAVE A MINIMUM OF 18" OF COVER. (CLASS 200 PVC PIPE). 23. ALL MATERIAL TO BE SUPPLIED BY CONTRACTOR TO OWNER: 2. ALL LATERAL AND SUB -MAIN PIPE TO HAVE A MINIMUM OF 12" OF COVER. A. TWO WRENCHES FOR DISASSEMBLING AND ADJUSTING EACH TYPE OF (CLASS 200 PVC PIPE). SPRINKLER HEADS AND VALVE SUPPLIED. 3. NO ROCKS, BOULDER, OR OTHER EXTRANEOUS MATERIALS TO BE USED IN B. TWO KEYS FOR EACH OF THE AUTOMATIC CONTROLLERS. BACKFILLING OF TRENCH. C. TWO QUICK COUPLER KEYS WITH MATCHING HOSE SWIVELS. 4. ALL PIPE TO BE INSTALLED AS PER MANUFACTURERS' SPECIFICATIONS. 24. SYSTEM IS DIAGRAMMATIC TO IMPROVE CLARITY. ALL MAINLINE PIPING ELECTRIC 5. ALL THREADED JOINTS TO BE COATED WITH TEFLON TAPE OR LIQUID VALVES AND WIRING ARE TO BE INSTALLED IN LANDSCAPE AREAS AND WITHIN TEFLON. PROPERTY BOUNDARIES. CONTRACTOR SHALL REFERENCE THE LANDSCAPE 6. ALL LINES TO BE THOROUGHLY FLUSHED BEFORE INSTALLATION OF PLAN PRIOR TO THE INSTALLATION OF PIPING TO AVOID CONTACT WITH PLANT SPRINKLER HEADS. MATERIALS EXISTING OR NEW. 7. SPRINKLER AND RELATED EQUIPMENT TO BE INSTALLED AS PER DETAILS. 25. CONTRACTOR TO ADD EXTENSION RISER TO POP-UP HEADS WHEN NEEDED FOR 8. ALL ELECTRICAL JOINTS TO BE MADE USING WATERPROOF CONNECTIONS AS PROPER COVERAGE. SHOWN ON DETAILS. 26. CONTRACTOR SHALL INSTALL SPRINKLER EQUIPMENT 12" FROM FOUNDATIONS. 9. ALL EQUIPMENT NOT SPECIFIED IN THE LEGEND SHALL BE DETERMINED AND ALSO INSTALL SPRINKLERS 4" FROM CURB OR WALKS. FURNISHED BY THE CONTRACTOR. 27. PRIOR TO BID IRRIGATION CONTRACTOR SHALL VERIFY RIGHT-OF-WAY AND 10. NO ELECTRICAL CONNECTIONS SHALL BE MADE IN THE FIELD EXCEPT AT A BACKFLOW REQUIREMENTS. NO LATER THAN FIVE DAYS BEFORE BID VALVE CONTROL BOX OR ANOTHER VALVE BOX SPECIFICALLY FOR SUBMITTALS CONTRACTOR SHALL NOTIFY CONSULTANT OF ANY CHANGES FROM CONNECTIONS. PLANS AND SPECIFICATIONS. 11. ANY DISCREPANCY BETWEEN THIS SHEET AND OTHERS IN THIS SET MUST BE 28. IRRIGATION CONTRACTOR SHALL PROVIDE THE OWNER AND LANDSCAPE REFERRED TO THE IRRIGATION CONSULTANT BY THE CONTRACTOR FOR ARCHITECT WITH A REPRODUCIBLE CROSS MEASURED AS -BUILT DRAWING OF CLARIFICATION BEFORE PRECEEDING WITH THE WORK. THE INSTALLED IRRIGATION SYSTEM IN AUTOCAD 2010 FORMAT BEFORE FINAL 12. ALL 24 VOLT WIRE SHALL BE #12 OF/UL FOR COMMON WIRE, AND #14 OF/UL ACCEPTANCE. FOR CONTROL WIRES, DIRECT BURIAL, SOLID COPPER. 29. A 1 -YEAR WARRANTY PERIOD SHALL BE PROVIDED FOR SYSTEM AFTER 13. CONTRACTOR TO BE RESPONSIBLE FOR PROPER COVERAGE OF AREAS TO SUBSTANTIAL COMPLETION IS ACCEPTED. START UP AND ADJUSTING OF BE WATERED. I.E. ADJUST HEADS WITH INSUFFICIENT COVERAGE DUE TO SYSTEM IN SPRING TIME SHALL BE INCLUDED IN WARRANTY. BLOCKAGE BY EXISTING OR PROPOSED SITE FEATURES. 30. PRIOR TO BID, CONTRACTOR SHALL VERIFY THAT ALL MATERIALS, INSTALLATION 14. CONTRACTOR TO REFER TO LANDSCAPE PLAN TO KEEP SPRINKLER PARAMETERS AND OPERATIONS CONFORM TO ALL APPLICABLE CODES AND EQUIPMENT AND ACCESSORY MATERIAL FROM INTERFERING WITH PROPER ORDINANCES. NO LATER THAN FIVE DAYS BEFORE BID SUBMITTALS PLANTING, i.e. VERIFY ROOT BALL SIZE FOR PLANTING. CONTRACTOR SHALL NOTIFY IRRIGATION CONSULTANT/DESIGNER OF ANY 15. CONTRACTOR SHALL PROVIDE EXPANSION COILS AT EACH WIRE CHANGES REQUIRED DUE TO CURRENT CODE OR ORDINANCE DISCREPANCIES. CONNECTION IN VALVE BOX (WRAP AROUND 3/4" PIPE 12 TIMES). IF CONTRACTOR DOES NOT COMPLY TO THIS NOTIFICATION, THE CONTRACTOR 16. CONTRACTOR TO UTILIZE APPROPRIATE AUTOMATIC DRAIN DEVICE WHERE SHALL BE RESPONSIBLE FOR ALL NECESSARY INSTALLATION CHANGE AND LOW HEAD DRAINAGE MAY OCCUR. REDESIGN COSTS FOR NON-COMPLIANCE. 17. ALL SPRINKLERS TO BE MOUNTED ON SWING JOINTS - REFER TO DETAILS. 31. UNLESS OTHERWISE NOTED, THE CONTRACTOR MUST COMPLETE 2 PRESSURE 18. CONTRACTOR SHALL UTILIZE VALVE I.D. TAGS ON ALL REMOTE CONTROL TESTS OF THE IRRIGATION SYSTEM MAINLINE (BOTH TO SHOW NO DROP IN VALVES. PRESSURE DURING DURATION OF TEST. 19. 24 VOLT WIRE SHALL BE COLOR CODED; COMMON -WHITE, CONTROL -RED. A. 2 -HOUR PRESSURE TEST AT 1.5 TIMES THE SYSTEM STATIC PRESSURE 20. CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDED B. 24-HOUR PRESSURE TEST AT THE SYSTEM STATIC PRESSURE GROUNDING EQUIPMENT FOR POWER SUPPLY AND VALVE OUTPUT WITH 32. IRRIGATION INSTALLATION CONTRACTOR SHALL PROVIDE OWNER WITH A (2) 518" COPPER CLAD GROUND RODS. COLOR -CODED ZONES DIAGRAM PLAN, 8-1/2"X11" LAMINATED SHEET(S), TO 21. CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDATION ON IDENTIFY CONTROLLER STATION TO THE CONTROL VALVE NUMBER FOR EACH FAULT GROUND AND LIGHTNING PROTECTION. CONTROLLER. TO BE LOCATED IN ADHESIVE POUCH ATTACHED INSIDE OF 22. CONTROLLER GROUNDING MUST BE AS PER ASIC REQUIREMENTS CONTROLLER(S). 0 Know what's below Call before digFALTERED you OCUMENT USER IS RESPONSIBLE FOR VERIFICATION OF www.calisunshine.COM SCALE FROM REPRODUCTION PROCESSES. PROJECT: BOYNTON BEACH EXPANSION LocanoN: 2951 SW 14TH PLACE BOYNTON BEACH PALM BEACH COUNTY FLORIDA 33426 DEVELOPER: P.B. BROWN, LLC 132 WEST PLANT STREET, SUITE 210 WINTER GARDEN, FLORIDA 34787 ENGINEER: FORESITE SEAL: REVISIONS DATE ISSUED FOR CONSTRUCTION 11/17/15 1 CONSTRUCTION REVISION (ADA PATH) 03/04/16 PROJECT MANAGER: Jim DRAWING BY: JEC JURISDIC11ON: CITY OF BOYNTON BEACH, FL DATE: 02/03/15 T11LE: IRRIGATIO N LA------ ------ ------ ---- --- SHEET NUMBER: - - SCALE: 1 = 30 - ----- 30 15 0 30 --60 SCALE IN FEET JOB/FILE NUMBER: 652.003 52.003 SET SHRUB PLUMB ROOT AND SOIL MASE CONTAINER REMOVE[ (LIGHTLY SCARIFY) BALLS GREATER THAP ON MOUND OF UNDIS' SETTLING. SMALL TH4 COMPACTED SOIL MIY iHAPE OF SHRUB IN THIS DRAWING 40T TYPICAL FOR ALL VARIETIES SHRUB PLANTING NOT TO SCALE ESTABLISH SAME ROOT COVER AS XISTED IN THE NURSERY 3" MULCH (SEE NOTES ON LANDSCAPE 'LAN FOR TYPE) 3un[.97[e3aubg� SCARIFY BASE OF PLANT PIT. BREAK THROUGH AND LOOSEN ALL "HARDPAN". USE 50/50 PLANTING MIX WITH NATIVE SOIL. REMOVE PAPER, PLASTIC, OR METAL CONTAINER THAT MAY BE AROUND ROOTS. IF THE ROOT BALL IS WRAPPED IN BURLAP, LEAVE BURLAP IN PLACE WHEN PLANTING. CUT BACK WIRE BASKET. DIAMETER OF HOLE FOR BALL UP TO 2' SHALL BE TWICE THE DIAMETER OF BALL. DIAMETER OF HOLE FOR BALL 2' AND GREATER SHALL BE 2' LARGER THAN DIAMETER OF BALL. T-0" SEE PLAN FOR SPACING MULCH 3" DEPTH (SEE LANDSCAPE + NOTES FOR TYPE) + GROUND COVER 3" MULCH SEE SPECS �_ / 7/ : .. NAT IVE SOIL BACKFILL //\//\/CULTIV TE SOIL//\//\�I I� I / /_/ UNDISTURBED SUBGRADE GROUNDCOVER PLANTING NOT TO SCALE PTP STAKE 2X4 BRACES PALM LAWN AREA PAVED AREA SOD FINISH GRADE 1/2" EDGE SMOOTH AND PARALLEL WITH PAVEMENT 1-1/2" a • a a. .. .. :` and a 4 SOIL & ROOT LAYER 21 TOPSOIL' 3 3" \\\\\\\\\\\\CU\`VA\;SO\�\\\\\\\\\\\\ o„ ROUGH GRADEI I—III—III—III—III—III_III—III—III—III-1 I I—III—i I I—III—I i I—III—I— SUBGRADE I II I II � 11 I II i lII i I—I 11=1 11=1 11=1 11=1 11=111=1 11=1 11=1 I II �,I 11-1 11=1 I I_,I 11=1 SODDING PROCEDURE: 1. PREPARE FINISH GRADE (AS PER SPECIFICATIONS) 2. APPLY LIME & FERTILIZER & ROTO -TIL (AS PER SOIL TEST) 3. LAY SOD & WATER THOROUGHLY NOTE: INSTALL SOD SO THAT TOP OF SOIL AND ROOT LAYER IS LEVEL WITH TOP OF PAVEMENT. SOD INSTALLATION NOT TO SCALE 0` IN vIFW FROM RESIDENTIAL PROPERTY (TYP. NOT TO SCALE ED STORAGE FACILITY ING Al \ CROSS-SECTION FROM ACROSS CANAL TO OVERHEAD BAY DOORS NOT TO SCALE PALM PLANTING DETAIL NOT TO SCALE MM ND TREE PLANTING NOT TO SCALE EXISTING 8' WALL PROPOSED PALM PROPOSED OAK EXISTING BLACK OLIVES PROPOSED SHRUBS EGETATED BU NOTE: TREES ARE SPACES APPROXIMATELY 20' O.C. THE ENTIRE LENGTH OF THE NORTH PROPERTY LINE. TREES INCLUDE PROPOSED TREES AND EXISTING BLACK OLIVES. M PROJECT: BOYNTON BEACH EXPANSION LocnnoN: 2951 SW 14TH PLACE BOYNTON BEACH PALM BEACH COUNTY FLORIDA 33426 ENGINEER: FORESITE SEAL: REVISIONS DATE ISSUED FOR CONSTRUCTION 11/17/15 1 CONSTRUC11ON REVISION (ADA PATH) 03/04/16 2 LANDSCAPE REVISION 04/07/16 PROJECT MANAGER: JJM DRAWING BY: JEC JURISDICTION: CITY OF BOYNTON BEACH, FL DATE: 02/03/15 TITLE: LANDSCAPt D ETAI LS ------ ---- --- SHEET NUMBER: , SCALE: AS SHOWN JOB/FILE NUMBER: 652.003 I v I Y11(jt i FLAN VICVV - O rte" NOTE: O 1) SET PALM PLUMB PRIOR TO STAKING 0 0 O A MIN. OF 6' OF CLEAR WOOD SHALL BE NOTE: SET TOP OF ROOT BALI 3" ABOVE 0 -C MEASURED FROM THE SOIL LINE TO THE ADJACENT FINISH GRADE. REMOVE ENOUGH WHOLE BRANCHES (NOT ALL HIGHEST POINT ON THE TRUNK FREE OF BUD TIPS) TO REDUCE FOLIAGE BY 1/2". NEVER p PERSISTENT LEAF BASES I LEAVE V CROTCHES OR DOUBLE LEADERS. O O 3 - 2X6 PTP WOOD PADS SECURED WITH PROPOSED PALM PROPOSED OAK EXISTING BLACK OLIVES STEEL BANDS U U- CALIPER INCHES TO BE MEASURED AT A 3 - 2X4 PTP BRACES @120° NAILED TO HEIGHT OF 12" ABOVE BASE OF TRUNK g WOOD PAD DIAMETER OF HOLE FOR BALL UP TO 2' SHALL BE GRADE AT WHICH TREE GREW IN NURSERY TWICE DIAMETER OF BALL. DIAMETER OF HOLE 3" MULCH (SEE NOTES ON FOR BALL 2' AND GREATER SHALL BE 2' LARGER o _ MULCH RING LANDSCAPE PLAN FOR THAN DIAMETER OF BALL. " TYPE) 3" MULCH, (TYP.) PTP STAKES, (TYP.) =III,��I�IIIII�IIIII�I11I�I—ISI I ill II—ISI—ISI—III �Ill„�II- II III 1111 -i =—_ = — — 1— _ = I III=III' ::., _° : •: ` ..::.: I IIIII�III111� _ _ — I—I I—I I I I I_!_I III _ — — I _ REMOVE WIRE BASKET. ALSO REMOVE ..: .. ° . :.. II �I I I —ISI—I — — - - — -BURLAP ON TOP HALF OF ROOTBALL I I I '. � :. �. ' . �� • SOIL MIXTURE BALLS GREATER THAN 2' IN DIAMETER 1 (=I I== I I=) I i=III=III=III== III= 20' O.C. (TYR) EXISTING WALL . ,:� — — — — � I—III— � it l EEI I—I I=I � I—_I I I I I—) I (—I I I I I (—I I (—I I FEI I �I I I=I I I—I I ( I I _= SHALL SIT ON MOUND OF UNDISTURBED III_III—III—III—III—I SOIL TO PREVENT SETTLING BALLS; �=III—III=III=III=) SMALLER THAN 2' MAY SIT ON COMPACTED I I 1—III=III=III—III=III=III=III=I -I = SCARIFY BASE OF PLANT PIT. BREAK � I-III—III—III—III I i �-- f_I-- I I=) I I—III—) I I—III—III—III—III= THROUGH &LOOSEN ALL "HARDPAN". (I=1 I (—III=I I (=1 USE 50/50 PLANTING MIX WITH NATIVE f _—) 1=11 I 11=111=1 11=I 11=I I 1 I I=I 11 I— ROOTBALL SOIL MIXTURE. SOIL. vIFW FROM RESIDENTIAL PROPERTY (TYP. NOT TO SCALE ED STORAGE FACILITY ING Al \ CROSS-SECTION FROM ACROSS CANAL TO OVERHEAD BAY DOORS NOT TO SCALE PALM PLANTING DETAIL NOT TO SCALE MM ND TREE PLANTING NOT TO SCALE EXISTING 8' WALL PROPOSED PALM PROPOSED OAK EXISTING BLACK OLIVES PROPOSED SHRUBS EGETATED BU NOTE: TREES ARE SPACES APPROXIMATELY 20' O.C. THE ENTIRE LENGTH OF THE NORTH PROPERTY LINE. TREES INCLUDE PROPOSED TREES AND EXISTING BLACK OLIVES. M PROJECT: BOYNTON BEACH EXPANSION LocnnoN: 2951 SW 14TH PLACE BOYNTON BEACH PALM BEACH COUNTY FLORIDA 33426 ENGINEER: FORESITE SEAL: REVISIONS DATE ISSUED FOR CONSTRUCTION 11/17/15 1 CONSTRUC11ON REVISION (ADA PATH) 03/04/16 2 LANDSCAPE REVISION 04/07/16 PROJECT MANAGER: JJM DRAWING BY: JEC JURISDICTION: CITY OF BOYNTON BEACH, FL DATE: 02/03/15 TITLE: LANDSCAPt D ETAI LS ------ ---- --- SHEET NUMBER: , SCALE: AS SHOWN JOB/FILE NUMBER: 652.003 PLANT SCHEDULE CANOPY & UNDERSTORY TREES KEY BOTANICAL NAME /COMMON NAME SIZE SPACING QTY. NOTES OMITIGATION TREE - PINUS ELLIOTTII VAR. DENSA / SOUTH FLORIDA SLASH PINE 4" CAL. 30' O.C. 28 OMITIGATION TREE - QUERCUS LAURIFOLIA / DIAMOND LEAF OAK 4" CAL. 30' O.C. 8 5 QUERCUS LAURIFOLIA / DIAMOND LEAF OAK 4" CAL. 30' O.C. 7 ^l RP MITIGATION TREE - ROYSTONEA REGIA / ROYAL PALM 15 GAL. 20' O.G. 10 MIN. 10' HEIGHT THRINAX MORRISII / KEY THATCH PALM 7 GAL. 20' O.C. 9 SHRUBS KEY BOTANICAL NAME / COMMON NAME e SPACING QTY. NOTES ' 3 GAL. 3' O.C. 224 MIN. 24" HEIGHT AND SPREAD RHAPHIOLEPIS INDICA'MONTO' / INDIAN PRINCESS 3 GAL. 3' O.C. 359 MIN. 24" HEIGHT AND SPREAD o RUSSELIA EQUISETIFORMIS / FIRECRACKER PLANT 3 GAL. 3' O.C. 64 MIN. 24" HEIGHT AND SPREAD GRASS /ANNUALS / PERENNIALS /GROUNDCOVERS KEY BOTANICAL NAME / COMMON NAME SIZE SPACING QTY. PASPALUM NOTATUM / BAHIA SOD - - - ,:. L, LIRIOPE SPICATA / LILY TURF 4" POT 12" O.C. 4,600 LANDSCAPE BEDS ARE TO BE BL: .:, LIVE .. • . • @ . � � . � . ,� ddddU 1w .. • a \r. ya��i. r� �L��iII'�►�. � .men•.. .. mi• m • @ 1 a ✓V V m s m 0 m voodoo✓��,� o000 ...�.. 00000....�. @ �..�..�.®�...�.o�dadoc �.-I" .�' @ m • @ . @. @ . @ . � • m m m � m • . @ . ,.,oo�od.�doc�dd�„o��c�®©®acc�©oo�.ooc•�n�.�.,,-.,.,...,,.,,._,.-,..��,o t `/� � '\� 'a ,..•. .�. .�.� .. .. � ice_ �� .STT ��F♦ . � ,�,,.. �c��m®©,�d,od.,...,,_.�c��o��,,,,..c,...-;-.....;,.,,-.,-_o�,o_ �. > @., m . •.\ ....�: � -� -, s�.:�..-.:.�.•.;. ..• Q .�.__ ��-. n @ t. m m •...�.�.>+.d_o o ec�00000®o:,aooc, e • @ /v .C✓od..,`<.�.o..w.•.•�. � o @ O Y.. • @ �, �.q. -- oc�oao�o !':�- .��...�,�.�.... ,, � a @ m �'m ,oc�.�coo�, @ s ,• @• oo doc IBM .� !r7. 4 Lu KIII N G • • : • • C • : C • i ' C • • • �_ a ONE 'STORY STORMOE BUILDING W, ' iOn�e -i PLANT SCHEDULE CANOPY & UNDERSTORY TREES KEY BOTANICAL NAME /COMMON NAME SIZE SPACING QTY. NOTES OMITIGATION TREE - PINUS ELLIOTTII VAR. DENSA / SOUTH FLORIDA SLASH PINE 4" CAL. 30' O.C. 28 OMITIGATION TREE - QUERCUS LAURIFOLIA / DIAMOND LEAF OAK 4" CAL. 30' O.C. 8 5 QUERCUS LAURIFOLIA / DIAMOND LEAF OAK 4" CAL. 30' O.C. 7 ^l RP MITIGATION TREE - ROYSTONEA REGIA / ROYAL PALM 15 GAL. 20' O.G. 10 MIN. 10' HEIGHT THRINAX MORRISII / KEY THATCH PALM 7 GAL. 20' O.C. 9 SHRUBS KEY BOTANICAL NAME / COMMON NAME SIZE SPACING QTY. NOTES PSYCHOTRIA LIGUSTRIFOLIA / BAHAMA COFFEE 3 GAL. 3' O.C. 224 MIN. 24" HEIGHT AND SPREAD RHAPHIOLEPIS INDICA'MONTO' / INDIAN PRINCESS 3 GAL. 3' O.C. 359 MIN. 24" HEIGHT AND SPREAD o RUSSELIA EQUISETIFORMIS / FIRECRACKER PLANT 3 GAL. 3' O.C. 64 MIN. 24" HEIGHT AND SPREAD GRASS /ANNUALS / PERENNIALS /GROUNDCOVERS KEY BOTANICAL NAME / COMMON NAME SIZE SPACING QTY. PASPALUM NOTATUM / BAHIA SOD - - - LIRIOPE SPICATA / LILY TURF 4" POT 12" O.C. 4,600 PROJECT- BOYNTON BEACH EXPANSION LOCATION: 2951 SW 14TH PLACE BOYNTON BEACH PALM BEACH COUNTY FLORIDA 33426 DEVELOPER: P.B. BROWN, LLC 132 WEST PLANT STREET, SUITE 210 WINTER BARDEN, FI -0 I 34787 ENGINEER: FORESITE SEAL: REVISIONS DATE ISSUED FOR CONSTRUCTION 11/17/15 1 CONSTRUCTION REVISION (ADA PATH) 03/04/16 2 LANDSCAPE REVISION 04/07/16 PROJECT MANAGER: Jim DRAWING BY- JEC JURISDICTION: CITY OF BOYNTON BEACH, FL DATE: 02/03/15 TITLE: LANDSCAPE- PLAN ------ ---- --- SHEET NUMBER: SCALE: 1 = 30 - v ----- ----- v 30 15 0 30 ----CO - `__�__ SCALE IN FEET - ----_ ------ JOB/FILE NUMBER: 652.003 ' 5 ^l ice' 1 REVISIONS DATE ISSUED FOR CONSTRUCTION 11/17/15 1 CONSTRUCTION REVISION (ADA PATH) 03/04/16 2 LANDSCAPE REVISION 04/07/16 PROJECT MANAGER: Jim DRAWING BY- JEC JURISDICTION: CITY OF BOYNTON BEACH, FL DATE: 02/03/15 TITLE: LANDSCAPE- PLAN ------ ---- --- SHEET NUMBER: SCALE: 1 = 30 - v ----- ----- v 30 15 0 30 ----CO - `__�__ SCALE IN FEET - ----_ ------ JOB/FILE NUMBER: 652.003 GENERAL LANDSCAPE NOTES: 1. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF PLANT MATERIAL ACCORDING TO DRAWINGS. ! N 2. WARRANTY: ALL PLANTS SHALL BE WARRANTED TO REMAIN ALIVE, HEALTHY, AND IN THRIVING CONDITION FOR A I VIEW FROM RESIDENTIAL PROPERTY (TYP.) < PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE. I � I Bl (7/L-2) B2 04 3. PLANTS SHALL BE SPECIMEN QUALITY. PLANTS SHALL BE SOUND, HEALTHY AND VIGOROUS, WELL BRANCHED, , - ___ _� - - - - - - - - - - - - - - - - - - - - - - - - - - - - AND DENSELY FOLIATED WHEN IN LEAF. ----------- X_T-�__ i____l___________ I r m 1� I * 1-1 1 -___y b!� ___ . . . . . . _. _.(�,.d, _. _. - � _ f I _ _. - � - - - - - - -, - - 1wr - - - - - - - - - - - - � . . . . . . _ v -,-.-,W - - - - - - - - - x _ - - - - - - __ . . . . . . _. -, __ _ _ - � -, -, - � - - - - - - _. - � - 4. HEIGHT AND SPREAD DIMENSIONS SPECIFIED REFER TO THE MAIN BODY OF THE PLANT AND NOT FROM BRANCH x z x , TIP TO TIP. IF A RANGE OF SIZE IS GIVEN, NO PLANT SHALL BE AS LARGE AS THE MAXIMUM SIZE SPECIFIED. x I I NORTH BOUNDARY LINE OF SEC -TION 5, 6 lb. -b ST _j 5. ,,:i X,5� TOWNSHIP 46 SOUTH, RANGE 43 EA i z � XX � 5. SHADE TREES SHALL BE STRAIGHT UNLESS OTHERWISE SPECIFIED. I x I . [-"-/ 0 V X �3- /- PLANTINGS SHALL NOT BE PLACED WITHIN THE 5' cj �b I I N V ::z 9, t -o' I 5 I ld_� 6. PLANTS SHALL BE SUBJECT TO REVIEW BY OWNER'S REPRESENTATIVE. OWNER'S REPRESENTATIVE SHALL BE ItSEMENT x (3. � , �_ x LAKE WORTH DRAINAGE EASEMENT. " , , . � /_\ I ;- - _� (3�; � � :,- � : .. (.-) - . THE SOLE JUDGE OF THE QUALITY AND ACCEPTABILITY OF MATERIALS AND P � , '":)PR"DX'MA_lL..' 10YATE; F", _j i // i /' (3 x , I LACEMENT. I x I I �_l " �'w ll::__) , I ..... - - - - - - - - - - -.:\I )(-b!�, - - I - . - _1 - - - - - -- - -- -11" � 1\ ________-6q------- 7� x - - - - - - - - -------- ------- � , . '. - ", ,�:v "!� - - - - -I . . "I , . �,;:,; 1 7. PLANTING PLANS INDICATE DIAGRAMMATIC LOCATIONS ONLY. SITE ADJUSTMENTS OF PLANTING DESIGN AND $0x-L.W.D.D. RlGi Y WAJ"E�R E. .... EV" PON = 6�t)__l x RELOCATION OF PLANT MATERIAL INSTALLED PRIOR TO OWNER REPRESENTATIVE'S APPROVAL SHALL BE DONE ri__z� - , �j : / .. . . . . _. -, - � .......... � � -, _ - � -, - � - � - - - - - - . . . . . . - � --- � - - - - - - __ - '!i- I - - - - - - - . - , - � - � I -, _. -_ - . - � . . . . . . ____L - - - - - - - - - - - - - - - - - - - - _ __x WITHOUT PENALTY OR ADDITIONAL COST TO OWNER. STAKE PLANT LOCATIONS AT SITE AND OBTAIN OWNER - - - - - - - - - - - - - - - - - - jbI9. -x I 44wA n � 1 1 REPRESENTATIVE'S APPROVAL PRIOR TO PLANT INSTALLATION. 1 2 " �j _v___Nel__,lN 8. PLACE PLANTS UPRIGHT AND TURNED SO THAT THE MOST ATTRACTIVE SIDE IS VIEWED. . _`I�l i LANDSCAPE BEDS ARE TO BE MULCHE (TYP.) - 2 i LANDSCAPE BEDS ARE TO BE MULCHED (TYP.) 8" BL OLI $1 12" BL OLI E " 8" BL OLIVE " ,z /P�� F - " � I . . - . BL 7 BL 0 VE / , . 'i ,� ��, /----,SOUTH BOUNDARY LINE OF .... i � J �:ii, u-, � � OLI VE I _-- r- L"... .: I " i ,,,, __ I i , ; t �� -! , /,\,jr, , - " 9. BE FAMILIAR WITH UNDERGROUND UTILITIES BEFORE DIGGING. THE CONTRACTOR SHALL BE FULLY THE L,.W.D,D. ICANAL L-28 11 W�,�, 7" HL I , 1�; - .; . - ,� . . I., D . � ... . .... _.." __ '' , � , -14" BL OLIVE 8" E L , '11-1 Y, I , 11", � _,-'i � . A E i 7 i, '\�,. 6)' BL OLIVO RESPONSIBLE FOR ALL DAMAGE OF UTILITY LINES. / X .0. .\'b jx �. /i 1, N-5- .\-bl' �\,5.�; OLI �N&mll OLI VE �1_0 - _r6 i,\�:,,�,,,;,,) D �_,)NE "A9" __� - \1 . - - r_lw . I I' 4 _m -00 _w aw mw . ,\o - -_ - I x 10. IF DRAINAGE IS NOT SUFFICIENT NOTIFY OWNER'S REPRESENTATIVE IN WRITING BEFORE INSTALLING PLANTS, - - "I , '� �l I I I; �.,� ______9 __ u - .. 11, 1� z, , � , 011 I \1 S ... 'I, , '' wc.. 1 431LI 6 i � . , OTHERWISE, CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR THE GUARANTEE AND LIVABILITY OF THE -T 11 ,� ", 4 - 1 6' ki I ,�`� I � -_ � 0 ! , i; ... e�', 1- t 11 � I/ i�,, E " L z �l ; I vl�l � -1" � - - - . 10, 1 .'. 10 'I 0 1 \ I 0 1 - , -7 �', 0, GOLI, -\ I �:) BL/ OLI f PLANT. � ; ; f I p I ,O 0 " 0 1 )r Vk F: r� 11 .......... I A " P, , ,�,,) " \ 12�_ 3L I VE lk- - L � if �,, - ,\,�!� � I � A No� �,�'l 1�1 / V V . "", �._., ... . ...................... .... . - - " __%lnl__e_ll_ - I__ - . � .......... ...................... 11.11.1 �� ... , - - ............ ......... .......................... --- -- l-=11- ____ - - .. ..... . � - ............ :!��.... .... 11.1 .... %_ -l_______ -------- . . ... . . . . . a . - ___3��__��_ .I - . � . . .... - . . - ! - 11. PROVIDE TRENCH EDGING, 7" WIDE AT SHRUB BEDS IN LAWN AREAS UNLESS OTHERWISE NOTED. . . -_ --t- I �-..�� ...... . - ... , - - - -! - -�- --7 , , mp/ . .0, . , . 7 _'�'. � ., " 1, - I. - � . . . . �- -,. " X. -�7r .'- '-' � .. .. 1. . .. . x I " , .. -, .� ... 1 ..'' .,. i! t! , , . . � . � IV ..: ...- I.. '.'�i . , . 1. i .. - . � . . � Ekv�. � �.: ... . I . . . . - :, - I . - � .. 1�� . . . .. I . . , .!6 _. 77�... , ` , -.�:- . . I � � --*:! . , .. '..." . I ,., . .., ... ... . � . _6�6 �� . .�._ .-:.;7s _�,� .". - -,:-. . * - "., . I i . . ... . ... . �' . �-5. *. .. . ..... I . . . . . .. . . ...... Lu - _<� . . .t 7"n . .. . �K�� . , �.�' .. . .. . . .. . . . . � -.:` ..'', .. - .. . .. . . . I _.N. . . _,� � ....__ - . - . . - ..., .... .. . . ....:...... ...... ..... 77:6 ` _" ., . nN j lll� o .,.. . . 7�7 -� .77.'..77, � * '.." N . . . . . '� . <" ... :. _� . . 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CYPRESS MULCH NOT PERMITTED. 11" BL OLIVE -,t,-.' _: -, .: - - - -.... .. ... ...:.. ,.� . �_ � ; ..;,-. - - �- � ...-- .- :. , , : %: * � . ... .... � .. .... , . . .: . � .. . . . ., 1\ '... .. . � - - .,-:,:;,� - x �, . - .,i, ........ . --�� ":z,%-� -..* ;&-,-,-�^llA, .--._� ....7. ----.� . � �,^�j� �& : . .. - - , � : . I � . .,,., - . .. . ... I * ... . - , .� " 4 �,� -,� � ---:-- � - I.:_!7v7: :. - � - 7- . . %. :...777 1.7�_` 'i .. � ..�� . ., ... . ... : . . . . ..... I . , - .: , . . . . . . ..." . . . . .- 11 . . . ... . . - " - .. , . . .. .� . . . F;VS REPRESENTATIVE. / - i. 1�. �.: . , .. . .. . . � ; _.l.": ... .. . . . I ... . % �. 13. MAINTENANCE WORK SHALL BE PERFORMED UNTIL DATE OF FINAL ACCEPTANCE BY OWNE . :7 . . . IC , .. ;.. . . . .. - . - . I ..: . . _%. . . '. ... ',� �. r: - ..:z . " .... . ... :.,. :., - .. - . . .... ': �::. ": - :'. . . . t . / ..... . � - .... .. . . . . . . , .... I:— ... _ . .. . . , .. .., .. . . � -� - .., * ` . . .. � . .. . , �, , . 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FRONDS OR LEAVES: MUST BE OF MEDIUM FOLIAGE, ALL GOOD LEAVES, MAXIMUM OF 10% CHLOROSI �. * , 1. .. 1. . I � . I 1 I I . I , I _,.:�.. _:,"'. � 1. . .. " .... �' . . . .�. . . . . � .. , , - , ;:, ,�. : . . -�...' `, _:.. , � . . . . " _. .: . . . . .... .... . .-.:. .... t� i.: ... - ..% ... . :-P. . , . S ALLOWED, . I I I I � I .: . .�I' i: � '' * :, * :.. � .. - : .. �.. :. : . .. . . , -.'-:..-. , . . . . . .. - . z . . , " .. . ." - �' i � I * . I I � I - . . ._.. I � : 1�,j '.. . . ." "."';-, . . . :..... .: �-' . . .., :. ... - . . :. j.:..':: .-*, .: .. , " , - I. , i � .- ::.. .. - .,:: � - .. .%'.. .. i` - ... t. . . ,% . ... .. .,: . :.., . . . - .... :.. . . . 1. � q . I ... � . .: � I -i -,,,� 1 ... .. .... . : . .. . , . :. .. .. '. .. . ... - : . . ... . .,. .. . . . %.. . . . �.'. .. - % . . . ... : -�,4..U� 1 lz�� I ":-.1.1 - � ,. . . . . I �. . - .1 -! :. .... . . .. t . . . "'. .. % , - . . .. , . * . � . . , : : I wi. I . � : . .. -`� '.., __ : -, . .;.-.. 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".. ... . . . � .: .. .. ...... .. . . . . t . .. .. 1, . . . 1% . :. . �.... - '' i ,1� . , 1, , ., . . - . - ; - . .. . . :, . . . . . . .% ", - ..'':'.... . , ` 'I. � % ...': .. . .. ,:, .: -:: ': . . . . ... . .1. - . . . . . , .... . . � 7 . . .. . : .. . I .. . . :_.. ..:.:. :1 ".., _ , , , . ..' . : , . �:: - . . . . : . : . . . � . . * :,: . .... . . .. -, -, . I .. . � . . . .. ... . : � 4 " �_ ., % �, , - � I . . . . I �l 1, I � . i . ..' . . - _�. �- .t.: � .., �.:....l I.: . .: '' -. �: ." .-- .. -.:, .: : .: � . - .. . .. � : .. '.. :. , '_'.: ... `- . . : : .... ..ml-.-- 'i. , '. ". . .., .. . . I . .. _. , �. . . . I . - . : .?.. .. . .. ..:,., - FROM PLANTING. . . . . . .. . . I _.::.. .,. I. �) 'A : w � 9.0 . . I _. , . " . . . I I - ...j.: : , .... .'. . . . - , 1, , . ,� - :. ... - :�. .,:. �.:, � . . . --: . !.�. .. .. % � �: .. -.1 '' � , 1. I ... , . i. .. .1. I : �.:".:. __ . '. .. ... .. ..... . . . % . . : . .,. .__::...�. - . . . .. . . . . : .:%;...... . . . . ..... . , - .. ..: , . I . . : ,,:. 111 11 .. . . . ll.t. . - .. . .. . - . .. - . . .. .., ... .. .. , .: �'%...' : ... ... . . . .. . . . ". .. - . � . . 40 , ".. . ... .. .. .. .. I .. ... .: . �--.--,--%:l.' :---_'.' ..�-: .. .:..,...!'--..'"'''.,:.''.:'.'. '... ... . ., . ,:... .,. . '' '... . .. �:..'.�. - %. . _ . " :.. . .. , .. , 's. . . .: .. 18. SOD PLANTED ON A 3:1 SLOPE OR STEEPER SHALL BE STAKED. THE CONTRACTOR WILL BE REQUIRED TO STAKE � �.� �. :__ � I I .. I ''I I.... �". I � . . . � . .. . ...% . , . I . , , , ..., , .. . . : , ., . . . ... . . ... . . . , .. ......:,::..-.-.:,..:* - . .., ... . .. .., ... ... .. . .. . .. , .. " . : e- .. ... . .. � -- - - - , . -. .� ., .. , I I , .. .l . .., . . . .: .. 1. . . 1. . -:. � .:,: - ., .. ... , - ': .:.. . .. , , .... :.. .. , . ... - .... . .1 " - .. .. . I .. �. :'. , ". *: : :, . :. .1 .:, . . � I I . I .. . ..;. .; .. :: .. " . . : :,.. -,�::, � . - ... .. .. .��. '.. . :. .._..._. .. ... I ... ..: , � , :. '. ..,.:. '.. ,. . . .. . . . .. . ., : ":. . .�,, THE BOTTOM (3) THREE ROWS OF SOD AND EVERY THIRD ROW THEREAFTER IN PLACE TO MINIMIZE EROSION I � . I 1.-,3:-`:., .. : - - 1. .: . . : % : - :..' - . . . . .. .l. . ...�. .: , %. . ... . . .:.. - . :. .. . ., .. " - . ...... ... . . .. : : ..: '' - . , . ... .. 1 I I � -1, . . � . , - . . . . - �:, - , . . .... � �. . '.... . :.. . : . ::. . , . .. : :,.. - '' .. . .. . " . . -t .. d . ... . . , . . ..: i , - . . , , :� ,:. ". .: . � " . . . . . , ., . . '. . I : .: , �. . .. . - . : : � .1 - , :; '.. .,..,. �... .. . 1. . . . .. , . . . 1. . , . . .. . . . .. '.. . ..- . : . . . . . � . ..: .. - - . . � . % .:, .1 . . . I I . � . . . I . . . . I .. %, .. , . - . . . I.. - .� , " i - . , . :. - t . I . : .: ., : :.: - -1: : - �. , . I . 11 . . . � '.. : I . 1. . . . . ., . �_ : .: . . . . . ., :'' . .::-l'; :1 .m. . . . . . 6: , . . ... : DAMAGE. STAKES SHALL BE PLACED CLOSE ENOUGH TO PREVENT SOD FROM SHIFTING, AT INTERVALS NOT TO I , , . .. . - . . .:. .. �.. .. - .... i . . .... ... d . . - .. � � . w 4 : - . . ... .. . .: . . .: --:I�.' ,...! - . . i : . * . . .. . I . . . ....:. . .. . . . . -� . . . . . , . . ... , . t .. .. .. , . .. . . . � . . . .. . . �. , - . .:.. '. . a � . %.. . : � � _,� , ,� . . - I , , : .. . . . .; %. . I . . ... , � . . .. .. . . . i. �_. . , . .. ..... . .. . . . . .. . � � 1. , I . . . . .. : -'. ,.::.,.. .,;..:.,.:.:..! . *:... :,* , , , � .. I � I . : ... � - - I . , - * . . . . . . �... -.-. .: :.-. e,.:'-' � , * � , - . ..,.. . , , .. . " .i. - .: I., , - . , . . , f.... " ..: ': . , , * ., _.... - - .,: . . i..,._. -� �-- .. . '' - , . .,... , , , -, . . - . , , , . I -:.� - ... . . I I ..... . . . . � . , , %::� ; , :.... ... ,::. 1, - . . 1, 4. . ..'' I 1-1 I— , .: I , . , , �_. ., .:.. - , e '. :. %, ....' . . . . , . . - . .., � i , . '.1 I .: .. _ ... . ..- %. . ... . .... �'.. %".,:,"�'.. . . . . :_�' : .." * . . . . : - , , � , � - I : .- . - .. A .., . '� ai,.. . _ . .. I ...': .:,:.. _ , , ** , I z. . . . . .. , , I '''. , , . . .: . I.. ..... ... . . . . - -, 1. . . .. ... . , . I 1\ I . - �.: -, . . 11, .1 � . :%,*. .: .,i:, -'-:-. -, , . ... . . . , .....: - - .,. , . . , _ ........ , . .. . � - -, .. . .: ,- -, .. - .. , " .. . .. . . . .'. ... ., . , - - - - , . t . . ...... . - .. . . ; "' - . I - - - - - - - * , � : " , . . : ..: . . - - : -:. . - % ... . . % .:. .., " � �.. �,.,:. - -, .'... . .. � .. ..': ` - - - .. .. . .. . ... .. . w, .. : . .. ... � : ; . . . . ... ". . .. . ..... ..: . . . I . .. ... . .. . :: % . . .T. :-� .: ��. :. .. * . . % , _. .. - .... � � .:.. .: .. '' . : . . w, � " , , . -1 '�::,.�; , .-I . .. .. .. . . . .. .: . ..: .. . w .. 4. I .." . . .:..,. - . . . .. . . . �.. -_... ,:, . . .. , �. . ; . , , � . I . � - . . . . . . . . . . .. . : - . ... i, ... .. . . . , I . . . . . . . . - .. ....- - . .1 % . . . . I : . . . :- , : ': '. �' . ... , ,:. : � .. .., . . . .. : ! . . I . . i. . ,� . , , , . . . �,,.. . . , _.. � .. . . . - .. . %. . . .._ .:.. . . I . : I " :% .�... .. ENSURE SODDING IS PROPERLY INSTALLED ON SLOPES AND LIABLE PER WARRANTY EXPRESSED IN NOTE #2. 1 . I . e , I I -1 -� I . -, - ... - -,-. ,.: . � : - I%.. ' I I... . . - .. . . . 'F * , � . I I * . - * I ." . .... . . .. . I .*1 '. :-,.. .:-. ! , . ., :*, "' - .:.. . . - .. .* ....i. � .. I I . * . . .. ... .. . . . , I *.;.: ...": ... -- - .:. ..: ..-. . , ': , . . "I - - . . .. . .. ...: . EXCEED 24" ON CENTER. WOODEN STAKES SHALL BE USED IN SOD FLUMES. LONGER STAKES MAY BE REQUIRED I .1. 4 . I I I � I - - * ... - - :,, : . . . . . ... .. .... ... '' : I—. . . . . . . . . . , . .� I � � I � . U . i.'.' %; :.. .. .... . ..... - :.. *... .. . : . . . ... . . , . �. ... .* . I. .. . ..'.....% . �:... ... , ,.: . .: I . .: '...... :.. �. .:.:. .. . . . - . � ; . . . ... . '.. .:.. � , .1 .. . . _... . I . . .. .. .... , . , " -*- . . .. . . .:. .. . :.. . . . ... . . FOR CERTAIN SOIL CONDITIONS TO PROPERLY HOLD THE SOD IN PLACE. CONTRACTOR IS RESPONSIBLE TO -, ... I . -.1 I . I V, . .,.".. , . : - - i - I : , I-.. . I . . . :, . �.:-.--. ..: % ..,..::. ,..� : ., - .% : ... I ...:. ..: .. .: ...: . .�.. .... ...:. .: .' .;:. ..."... :,. .. . . : :,:. . . ,... - . :.. %' , -, .. :- .: .. � . . I .. I, �.� -1 , � - I I : * . 1, . I :�: ... - - , - - - .... , � : . . . - . . .. ... . * '. : . .- ..:. . - _- . .... - .: , , .:: , ,,, .. .. . . .%: ..... .., ... .. . ... -...�. ...:"*. ::, ..'. .: i... . . . .. I . . w.. ..;. .�' .. . . . .. : .. ': . :1 I.., .1 . - : I I . I I * : - - � . . � . . , "', ""' '''. , " , , - ..:: - .:.. ... . , . .. . : I.. . . * . ........, .,.. - . . _, . . 1:: : . .. . ... . . . �.. . :.,: . .. 1. .., .. . i. , ... 1. . . . : . . I . . . , ..... ..... . .. . i . . . . : .:... . . . . . . � � .. . / � . .. . *1 ..:,: --..-:-:-. 1 . . . .... -� I.... .. . . . . I , . - ,: - .., - , . . . % � . .. �t .. i: '': . .. . _ . % t... ': � ..'':i, .; .. .. . ..... : �:. . . I . ..:.,.,.;. . - 1, - * - .. , . . :... I . . .. . . ... � .. % , - - -. . ,.%.:.:., , - .. .. . . % 1*6- . . '_ . :, . . . . . . ... .. . w . '. .........:, .. , .. . - I . . .. I— .: "I .1 , .. m - -:.. , . . - . � ..; . . I I . '. - ,!..: - - - .: i . . . : . . . I .. . . . . I . 1, 11 . .. .. .,. - . - . , - _... .� : - , .. :.- , , ... - ... ... - I -..:.,,. .. - ... . .: , �: - .. :..,. I... : .: - �. - . ". _ I .� '' '. . . x - . .. - . . . : . .� . .. . . , - - ,...- , , .. . .. , . : . . .. .. , ... .. ..., I... - . %.. ..... . . . _ . . . . . . .. . . � � .. , .. - - .. . - .. . .. . - . .:,. .: , . ., - . . . I . ... - . - � , . , � ". . . . :. - . . ..: f.. :,. .: . ,:I ." .,� .. : � .. �.. . : .... : ... , .. .. . .. . - - .. :� ". .., . .. :,. � . 19. QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWING SHALL BE FURNISHED. QUANTITY I I I . . .. I . . . . .� :.' j :, ....%: - . I : - . - ,. .. . : , , �.,. - -, - - . . .::,.. . , : :,�.: . . -1: . :. . , . . . : . . . . . : .. ". . .:.: *�.: , . . . . .. - - .. .: .. .. ... . .... :, . . . .:. ... �. .. . . . :_ %, . . . . .:: . . . - .. . I ,:,w 11 _ . 1. ": I . , -:114 I , ..%:. : . . . : ... i . _... , . � , ..: .. - - - -. _.. '.. I . . . . .".. . . . .. .. : . I I . .1. ,� .1 I : . I . , -1. -11 1. I . . . I ..._' .. - . . " . . .. . �., . '. . .. "" , , , % � . ... . . . . , ...� .. ..�, _� � , , . , . I .., , , I.:. :.� %, I . . - �::. .:. ... I ,..:.... . . . . � . . . .... - " :: . I . � . I . . i � MADE CAREFULLY, BUT THE OWNER'S REPRESENTATIVE ASSUMES NO LIABILITY FOR 1. . _ . 1. I , . 1. I—.- -:: ... . ... ... - � ...: ... .. .... ... . . .- .. .. .. � . . .. * ".. � . , � � ..: - - - - - � . - - - .::,::: :... . ,. ... - .:... . : . m.. . .. . ..� � .� I I . ...:.:. �,.: _::. . - . . . . � . . .. . . . .. ... . ., , - � : ,'.. .11 . . ". % w ... . % ..... ... . . .... %_ .... . - .:,... .. . . .. � . .. . . .....� . , j .. . %1� , . . � I , , 1 , . , .I.. ... : -.. , ... -, *_ �- �. ." .: � .:., . . . . . .. . . . :, "'*,%.: . . . . . : . . . . ..:.. .% .... .. ... .... . % ... I , . � . .:.: , . � . .. - . . :::,..:-: .-.,- -'-. z -. - ... % .. _.... . .. - . .:. .: ... . '.-,-' ''.'* .. � 1. 1, I � % - a . , . . % ..., - . .. . ., . .- .. : .. . .. :1 . .1, . . � .1.,; :''. :, -:�-.-.- . I . _: . . I �11 I �. � . , . _.. . . 1. . , % .. . . . .w_ , I " .'* ... . , � :.. .. :' I � .. .., - ... � _ . . ..t.: I.. . . . I .:, i ._.. _ � ..: � ... . . . ... , � �-:. , .. .. :: .. OMISSION OR ERRORS. HIS ESTIMATES ARE ONLY AN AID FOR CLARIFICATION OF LIN TS AND A CHECK FOR THE �". . . . : I , . . . . I � . ..... I . - .. -, - - ""' . . . . r.: , ... . . . . . .. �.. . : . I I I , . .. : , --- - I -.i.. % - .:.... .. . " , ,.- I � - - " , , , �--..:' - , .. , - .. - .. . . . - - . . -� A � .1. :, , V . * .. % ... , : � I :. . . . . . . . - %. ... ... . I.:.. i:... . , - .:. ..: . ... - - . � . 1: .: . . .. . .. . ... : - � I 1. .. V , , I.. .1 . , ..:_'.,�:-,..': _%... . .. . ..:. . - . .. , : . . .".:, - . . .; : ''... I ..l. J. .. , - , - -- .:.: ; . .: .'I' .:: � , . : . . - : .. - . -�', .: , I , :* .11 .... .. , * � . .... :.-.. .... - .. * . . , " - - . .. .. . . '.:..... * . . - 1 � ,.:: - .... - .. . . %. .. - .: ...-. . . CONTRACTOR TO COMPARE WITH HIS OWN ESTIMATES. DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION � � . � I ,. , , - .. I. . :...... .. . .. .. :, :''. .., . - , ...'�lt-. .. . . . . . .. ... . % .. .. . t.� . .: . *.. , . . .. I . . I .. : ... . . ,.: ... . , . .. ". . . . . * . :o._: " i - : . . . . ....: ...I.- .... . . . * ': , , I . - , .; . . .. ... , . , , . . � , ...... . . . . ': I � . * . . - -.� - . , . . I . ... .. . ., .... .� . . - , - -.1. . `q�: - . . .� . ': . , , ., " : :, .., - �. . : . . - . I . .. _ ... � : . . . . . , : � . - , - , , - - . . . . . . . � I I : _.. : , . . ... . . . :.:....'-. ., . - - .... � . --�. .., . .. . . . .. -.1 - I I I . . . : _. - "' .... . : . .- ;, � :*. .. .. ". . .. �.. .. . . . ... - . .. .... .. . ..: . . � . .. � - �,, . 4'', ��., I � - I - .-:1 .,:. .. � -.% . , .: . . . A I I - 1. i;, ... . . ....:_ %.:% i . . ENTATIVE. NO EXTRA COMPENSATION SHALL BE ALLOWED FOR EXTRA QUANTITIES A . I . .. I . �, .1. .1 I -1 .. . . . .. I . :l: __ .. - � 'I. ' ' :.. . .. % . . . . ....:.. . - -, - - -1 .:.., ...,:... . . , ...:. .1. .., �:� I ... . . . ... ''. . . .. .. . .... . . . .. , . . - . . .. %. m . .'. . . . .. .. . % . I ., . .. . ._.... :. , . , . .. �. . I : . I I . . - . .. - . . . . ': . . . . : .. � ..... % . .. . .:, % . . . . ... .. .. . _ . ... _ - , * .: . , . ., . ...: ... , : ,.: ,.:' .. - I . .. .. .. . I �v . I � . . I .. . . .. . .% . . , .. . %, . :1 , . . - ... .. . . '. , .. .: . .. .. w i - I . . � 1, - . [.. .. . . , , ....� ..... ; . .: ...:,., . . ..:... % 1. .. , : � :, 'i " : .... . . . .... :: . � . . . . .,:.. . . - .. ... . . . . :.. . .. ': - . . .1 . . , I... ... �:%: . .j. . ... :- . . . . ... . . .. . .. ". _- NECESSARY TO COMPLETE THE WORK. I I , � . 1, I I., �� . 11 � - .i.:... w; . , ... . .. :. . w. - ... .::: -. -, -...: ". " I . . : _ �. -, - , .l..'' . . .. . ....,.: :.. . . . :. . * . .:. . - - . .. . ,..,.: ". . � % .. . .,.. . �..: .. -, .: . . . .. .. . : w -% . . . : . . . .... Al I I / .. . . .. . " . . , - , - .. . .. , : i, ..: . . . , , , 1. .�'�. .." ... . . . I .. . . . - - . .: -�. _. I. . . ;O . . It . - ., . . , . �Al 1. r 1. , .. . . " , , .;.. . .: - : ,:.. ..* " .. , . _, ''': .... .. . . . . , % .. '.. ... - . �.; ... ... ". � ., , ": . . . .. - -- .. .:. - . ... .. % . w . . . ...... - - _ . I . ... : - - W........... ... , - ... . .. %. ... . . : . .- .. . . . .. .. . . . .. . . . . . . . . .: . I... .1. . i - . - 1. .1 - ,.: '' , , , * ... I . . - � � . . . , '. - - , :,: , , , . . . - - . ''. ... . % .. I .. ....... , . , :. %_ _... , , * , ,.I:*: - .;. .. l.., - . %.. :...'' . . . .. : ... - , , . - 41 , i -111 . 1. :. ., . .1 , . :. ".. - - ---. -, _. .,. . ... *:..: .. , ..-.,.,. '*' - . '. - - . - . , .. . . ., ..... . . '. . . . . . . 1. ': . f I ! . . I - I I I ; , I . . . . . - %_ . .. .. _ _ - . . . . ... , � . I . . . . � . 1, 11 � � I 11 .:� : . . . , , - , . ... . %. , : .. . . .. . .. . , - . . . . :: .: *- ::..: . . % : . - . *' . : ..., � ; . . . %. . .. I . ` .::. .: :: .: .%: ... . .. . , . .. . .� I I I . � I � 1% :, . . .. - - - ... .. " ::.: :..� - . " " 1. . . . .. , .:: . w . I . . i... I I .... .-i :,. . . . . . ... - I �I' I , I I - . . . . . . . .: *. . . ., . . . , . . % .. . .. , , - , ., . % -7:-,: � - 1. . .,.:. ..,: :,.- .... . . - .: ..'... --,*,:, .., . . : ..; . ..:., ... 20. NO PAYMENT WILL BE MADE TO THE CONTRACTOR FOR SEEDING UNTIL A HEALTHY, UNIFORM AND CLOSE STAND A " , . I I . I I . . - � .1 :. � I - . . . - - :.. . .. . , .: . . .. . _.. . .. . , .. . .. - , - - - ; . .: .: . ..:. ,%. �- . : . . ': . . - ,.%.,* �: - - , I.. .. . . . . ; : .... - . .. .. . � , � I . : .::. , . . .. - .. - . . . . ., ,: , . ..: ...... . ". _. .. . . .: , . .. .. :... ..... . . .. . . I . , I . - . ... . .. . . '� . - .. : .. . : , . � 1. . . . ,.. 1. .� . . . . ... . 1. , / 1, I : : �. '' : , . , . . I... . . . ... . . - I -� . - : . . .- . . , . . I .. . . ..- . . ... - C : , � .:. : , . - . I . . . , . -.,.. . m. ... . . . . I.. .1 . : . : I . .. . . , .. ,� �. . � . . . .. . ..... : - . .. . . .� -� _. .. I , ., . ] . , . . ... . . .. �. .. . . . . - . . . . '. - : . .: : '.' a . : .. , % . . : . . ..' I * i : . . . - . 1. - - - - . %. r' : : OF TURF IS ESTABLISHED THAT IS FREE OF BARE SPOTS AND IRREGULARITIES. REFER TO EROSION CONTROL ) . I � � , , � . I ... .: . _ _ .w .. . - , i . . . - � . :. . . .. . . . :.,: ..: . , : . � � ; w . � I . . ... . *... . ` :w.. -: , . I I . . . : . . , , ., . - . . .. ...l.."'.. .. - ... , . - - : -1 - . . .. .. ... ... , , "" * .. .., ... - . . - .. - . * . * .. I ..:, :. . , .. ....-....:I,.,. , i. -.- , .. . . I . .. . . . .. .. - .: . ......w % ... , ; % .. . . . .i . �:. - . . . . I ` : �._; ..... 11 .. .... .1 . : . ... ,:,. . . .. . . ... I I , � , , . _. .. .. - .m. . ... ... . . �. .... . .:.. ......' . , .%. -. . I .:.: "' . .. . _ .. . . . ., .� " " " * .. ..... ... . I . . . I. . . .. ..': . ., . . ... .* . - . . . .1 . . . ... . . . _ �. PLANS FOR SEEDING REQUIREMENTS. IF PERMANENT SEEDING CANNOT BE ESTABLISHED DUE TO THE SEASON, . I - - I .0. ., -� - , ;� . . ... :.. - - . .... . -, . . .i. I . : ... . .1 .'' .1. . . -i ' .. : I...,. - -1; _ . . . .. :..: . . . . .: I I . . .. - - - . .. .. .. . . - �1. . . ... . . . 1. .i ., . �. ... . . .. ..:.. . . .1 . , � . � I . . ,I - .-,.....-- ': .. : '.�, _. - -.l. . .,: .. * : . " . - . . - . . : . . .. .. . . . . . . . - . - .:. . : , , : ..,.'-. - v: - - . . . . . . . . I.. I . I - .11 %. - - . , , - . _ . .� . - . ... I . , % i . . 1, . % :... . � , .. ..: - I I . I .. . . ... . . - .. .: . . - .. . . _ . - , , ..... �w ..., 1...:..... .:: ... - - : %. .: .'- � - .; ..... . . . . � -, - ' '': : .. , .: , ..... . .% I .:. . ..... .:. . � . . � . . I - - � . . - . . .... , , 1: .. , - " � ,� �� - - .. . . . . . . . I I .- , . . . � . . . " , , 1 0 - . I .1. .3:. . . . .. � . -,- - - . -. - ... . . . . - . ..-. _. . . . , �.. �:.. _ .. . : .. . . . . ... � w. .. .:. .. . ...: . . .. . , ... - . .. m.. 'I.- ' _.: . . _. - .. .. - .. . '. ... .. . . . . - - .. . . .. .. � ... . - TEMPORARY GRASSING MUST BE APPLIED AND THE CONTRACTOR IS RESPONSIBLE FOR APPLYING PERMANENT I , " I. . � . �. t . .. . �... . . . - .; . - :,. . - . H .1 Al . . I � I . � �_�. �,_ :-;: ., � : % - _% . - . � . 't,-, .%'; ;:% -� - , I , .. ...: .... : . .. _. __ - . . . . . .; . '' - � ...'.., ..,. : . I ... � -%.- :. _. %, .. .... . : .,: �..,.: .* "' �. - . 1: %'.- -'.' - - . . - ` - ..,: "' .:.... ... . . ] t..". .:-.,' :-.1 .. .: tv, LACE OFF-SEASON ) I I .. �Af . ... "I'll, � � . . . . . , -, - '.. ... . . . ... : , . % : . SEEDING IN THE NEXT GROWING SEASON. SOD MAY BE APPLIED TO BARE AREAS OR TO REP 21 � I 1 Z A , , . . I I . . ; -, � � :. ...'..': ::...:.: .-.' ... .. , f'...- .":, %'. .::' .... .: - -_ : : : - . - . . . .. . ... . . . . � ......' --- '. � , .., "' " . . . :._,_*-.-! ": * 11 I ... . , 7. ..'... . . I - - � . - ,.. . � I f *... I . . . I . . - ) . , .-.. . - � - - � 7 . . I � I m . . .. '� ": - w." .. . - . - .:..:...:%, .:. . .:. :..:.. * - - ,; --- . . .... . .�:,., -, . . " , _ - __ . .. . �: �. .. . , . .... I.- i, ... . . 1*1.1 . ... 0 :_ , t. . . 'o- - . . - . ., . " ... *i. ..... ... * . , . . . . . .... ..... ;'...' .. . - , , , . . .. . * , ... ...:..,. . - :1...... ,% . % . A ., . �, 1. -I/ 0 .. I-- ..'..., . . . . -, - " �:. ". ..'. . - -- �� .. . . . . . ....... . � . .. �l . - , . . . :�;..��.�.-.�-,�.,.- . ..!!. PERMANENT SEEDING AT NO ADDITIONAL EXPENSE TO THE OWNER. RETAINAGE WILL NOT BE PAID UNTIL 100% I I I . . - . . , . . ..-.i . . .. � . -:!. . , . m . ,\, �; I . . . I ... ... .. .: � �... . -... '. ... 1. .: . 1;'.. ..... _.. . I.., , - - '.., ..:''. .., .l:%...w...li- ... .. . . . .% , __ , V/ - . - . . . - :,-. - - ... .... � .: I , : _ . : , . . - . - �..�. - I ....L.... ,.-..�....--.'� - , 'I" " ": - ..,.,. "N. . . , A � :_: :: : . . .___ . --,'� �_. �_ _� - . . - r , " I , . . :. . . ... . .'. *.: ." - - .", . . , .. - - - .. - COVERAGE HAS BEEN ACHIEVED. A I I �/, _j �. I . . N * - � .,. : . . - - .* - �, . . . , ,: ... , * . "' . . . .: '.:.. � . . , . �l `_- . . � .�:, 1. � I %. - . a L__ - x . . . . - . . I - . . . . , .. . . . . . . . .. .. . .. ; -�' :. , . : .. ��. �lf. :. . .... .. . . . . : ; I I I I � � . . I . �� I .. _ . . - . . I . . , . t �..-. - .*. . ..":.. " .,. ' . I . �. . . . . . .. ... ... .. .:. I ..1; . . .. .: % .. . ..�. � - - .. .. f .11 . , I , * . , " , '� � :,� , .. �. .. � .. . . , - , . .. , . : - � , - - - ** * - .. - 1. -..!7;.. � ::I 1�� I I . - ., � . __4.. _77... -_ , . 1. .. ;�� :1� -�__� . , �.. .. . . ) A, , I � � I . 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ALL PLANT MATERIAL SHALL BE FLORIDA #1 OR BETTER QUALITY AS PER "GRADES AND STANDARDS FOR - . I _;.. � � .;b - � .., .. I........ _ � _ _. � � . . . " - - . . . . . . . ... .. . .* ..:. . . - : ... . .:_.: . NURSERY PLANTS." ) + 1-1 . . . . I I CD I- .. � I 11. , ..''. . , I . --- - . , , � I �� -:- , _-:''_-�, *-":_: ... . . . , :_ . ... �.:, %: . .. -_ � . i. : � ..:% . .a .: , - I , * . - - I - � - �'. ., - - 1, . I 0"" - . I 1 - - - , , - ///////////,/ 'TT , � 7", . r ", - ,�', �,_-, , I ... , ,11'11� "I -, " - , ,,-- ,��:� �� ,�e -, '' - I - . . I ,7 '_ � - -- -",/ "I - , . 1.111. . i - I � I . � I 1� ". _ � !"?��_ - 11, 11 . . I 11 - I , L__ i -7-1/'. _ -- � .. I'll - . - - - :11-:.", 11,77, - - " . , !�1'11,�",__,!'l 1, ,,-,�,,-:� �� _::_ I - 1-1 , - _ _/ "I--,: - I / "I", _-, I "I 1�11'1, �11 �,,ll "I .1� � - :. �, ..., ,� I'll ; � 1, , _ �: I ��, --,I - / _�_' .. , / , - _/ " 11 , I - LANDSCAPE REQUIREMENTS: � "I �� :..._ ',, , _", -, , "I .1 � , 1 - I'll � 11 , ,,, - , �,�- �/ ..*. I : 1 . I . '11, I �l 11 � . I I . , , � , /' _,�" 11,111, , , i . e� ,�' "" 11 . I I,- I I "" " : I � , - � _:, �",� :1 - , / . , � �l , , " I -, LL_ , � 11 ., ", / ., ..s. -. , . . . I I - ", , ,,�, i . I " , �, - - - , , BUFFERYARD REQUIREMENTS � , , , " " 11, -,�, 11 ... I ,� � ., 1. . I I I � -,,,,,, -, - / .,-..'.,Z - - ; -_.- . . �� ,,_ __ -� - f --_ I . -1 , _,111 ,L� ,��,, _ . '. �1111'_ . ". "'. � - `1_111__,��Ll�_ , . q . , . . 11 �� - 1, I . NORTH BUFFERYARD LENGTH = 1000' :, - " . i � " -'l-i§-' --- g" . I I I k S1,01,411, kit I � , .: n, I I - - I',, I , �54 1_,� I " "I �_,� / , : f�_ I TREE PER 20' ,� � 1. ,i: I 11 .1 1. . - I..". i - , I . I � , , .. � -1 I .i 11, . , -1,11, '� , / .. � * I I go n . 1 ... I -1 I __ P I / 1000'/ 20'= 50 TREES REQUIRED . " � " OUTDOOR ROA /RV STO GE ARE I 11 11 11 "R10 �111 1111"I'_§111111 .. ,�, , . . ` , "' - `1 / N". 11 .. : I , �� . �", � .3 ` - I 1 53 TREES PROVIDED - .. I ','�� _,' I 11`1�,1�11�1"�`,� - - / .. & , .�i ,::-.t ��,' - . x 11 � � �n ,,� U�1'1'�,,��, A� . .1 ""' 24 EXISTING; 29 PROPOSED 'N :,�,- . . 0 , , ,� .. S�,.� �5_,�`�111�'__,`�'l � ,� I � � �,�, �1'1 .. . .. .... 11 , 1, � . : `��_�1�11 lq- . . � , ��`,,,�`,� �,,-,,,,,,, �", / .., , , � I _1� "I � - I . , - , .. � � - �l ' I '-'-' "I" / , � , , ,`,�, I . 1, � . � . I " .1 EAST BUFFERYARD LENGTH = 436' . , - , I 11'1� 1,2 . , ,-,- 1-11, Ir . I', � I, I I, I", ,,�,, :... . - , , , _1 ''Al / ,� , - , _, - "I _�,_ I - i : . . : - I - , . . � ,:, .1 - - `_ -, �"- ----- -1- I " ,", ,_', " 1� �� / . .1 '_ ',�-- "' ""' I7 I', _71_��'_ � ,�, I, '*�_�11,'l "I --l", -1-1 . � *_'1�11,111 �, 1-11" - lm�llll��, �11 . , 0 , , 1, - -'�,-_`,---- - �,�-_�,��' _-f_-'-", -, -,,,',',' �: � � -, --, --`� - -',',,,-, , ` -,Ml, ," _'�2'1"l - 1 TREE PER 30' . , , ", - -, " �,,� " " " " " " , . 'm -,,-,, , -,, , "-" �, -:, �` ---,- ,_,__'�_, " 1� 4 ,N�kM ,", __ / -j - " _ � ��,� �, I— I - - �, , �,- �`��,��,n"l , - ; . I 111R, �11'1�'� -, , , '' I'�,,,,,�-,-,�,,,,�,�,�",�,f�;"", I- . .. 41; �4�i�� ,� , -'awl, " / , , �,', � / - I , " , , __-, " ` . . . - " , �,,g, ,I' . . .... . I , I I . I 1_-_l -_1 1,1_5111i�, ,��,,_l -H �11 " : ... -, - ,_,��-,i - -11 114- �_ 436'/ 30'= 15 TREES REQUIRED �,.�,; . 1 I I., - �,--- -i 4��*;4��:�,,�:,,,�,,�,�,��-�',,-�,,,,,,-�,11-� ,MW777 ,�, F -,,�,,,�,��,�,,�""��,�',,',,,',,�""�-,,, `�',i:`,�,�,, � I . . �� _11��11'�"/ .. ..... �-,' -, - 11-1 � _;,1�11,�,', �,� ,,,, - , - -J�Zl �,,"n; / / :_. I __ , __ , �, - !�.,�,"�p,_Ep�, "I , I I " I � . I I I -R,01WIED� I '� , / cN � - __ , 1, O_,614)j q-,�_-_ __,l I � 4� � �� " , -..i' I:_ :. , " , ��l . . . 15 TREES PROVIDED � . I I I - - �,'*_ .:�*, : I I'll . - .,R,�,,,,, \_ ," l-,11111 mw . . _�O 644t&' k '' . �; 11 . ", _� I'll, 1 __J*��_'ld_ , P,_,,,`,'- -",�`�"',,, - . . ,. - ENT-:'- " I / . '. _. 11 - , , �� 4 , , , . I ,� _-/_�,,,�� ,,,� " . 1. � I I � -, �� , � _ - , - / � - �., I— 41 �_� - I , :: , -, - , , - , 2 EXISTING; 13 PROPOSED , , : , � , , - --- _-��,.-,� I .. - - , , , , , - � ll-, - _`11,11 `11 - � " . "I", , , ,,,,, �_ , I - � - - - , ��'��/�N��-,5�,�,-�-,-,--/,�"--�,-,-"�'�,'�ll", - - -, , � - �, �� ,� ... . . T_ , I., �,--i�-� ,-, R -F, , � " " -A ", U) / . :,. - - _- - -1 , . I . , I , " , 0 , I � "" _"''�",,�,�,',_ - ", A� A . I . ,__,_,�� , ,�, I'll, / , SOUTH BUFFERYARD LENGTH = 412' . . %., . i� I I - ` 9��M:---,--,-��_, -_,, / .j, - 0 - � - , , , . .:, 11 - ��l �t , / , , 1 TREE PER 30' 1 1. .e,:, �, 1: .1 "I'll 1-111111 _� , Z) / , .J. .1 - . � - .1 .: ,\"� . .. .1. 0 . . '', pg�m' -- co ,��, 101,11,5 . -1 � I "A", , -, ",", -/m - �,��,,-,,,,�� , ','� , 1 "I .. . g , w - I � z"D 412'/ 30'= 14 TREES REQUIRED , . , I . " V 3 Im ., %, 8 x �: :, ,� , � - 1�1_1" , '', " '', I "I `� 'i, , , ,�l - , 11, 11 , , __ - . I 11ill _1'51':,�,', ___ , " , - ��l � . .. r 11 �:�1`111��M' ��,' ," ""I'�',��ll,�'�z,��"I'��,�""-"��1,1��'ll-�,�-'--,,��'l-"-",,', , 1, _� Al M , 21 - , __,___�, .... '21 . . . 10 6 _ , - '' . . - � I., ::::: !N11 I " " 14 TREES PROVIDED N �'l 11 , , " I : . . �: I f, "I / . ,\\' IR -_ ,�� ',�___ - LLI Lu - . 11111RIk, `,��,"""',-, " -,-�� 11111 �� "'� "I'll- " , I . ... - 0 EXISTING; 14 PROPOSED :� � I . . . . - - I �,, I " " , 0 14: b �/ . . �.I'.. . , . I - I , , """ . "' � I 11 � , �, " Ix -;t 6 1 I., I . " � : .. .� . *� . . I "ll" 11 � ,�: I �, , -Z - � ", - -1 . "I I �, � I . / .. ,.. ,- �� . � I : 11 I 5 i� - 0) � .� . - ggk i4,1�1�`� _2`_�_lj�,`_�_`�_,_,F , �� 5'��"`__�_§,_��8 / /: . . gg ��_,,,� , i 'g g � I __ - /�_ / - .. - .: . , ,,,"/��",,��,-/"-,�"�,-,� ', � : - � W - _ " ---, , , " - � -- -�R - � - .. � ; p ", 'Al " g _, -,,-,- - - , 0 11 ; '' � I �,,�� / � , I . I I , -1 r- I , �: ", ,,,�,,- , ",---,-, 'aty""'i-�,�. � �-,,',,-`,,,,,��,," OFF-STREET PARKING - � K-K-i'v5,�,",� l ll.�,-� I Y,�, � , ''. . � .. .. I " I I -1 / . _-I t . - 11 � I , � � - __ . . , I � " ,� , , � - 1-11-1 I", , I'll I 1-1 -- 0 i L4 � i . . , ", M I � I "', � , ,,, > 1111 (D/ _ - � 1 25 SQ. FT. OF LANDSCAPED AREAS PER PARKING SPACE - - I �,, �' �, . I . - . 1. g-, /� I le_M� No I vz�� " _1 I 11 I n I... �... :: .: --"- REQUIREMENT � .1 , �, ,, ----- r [ , " ,gjm� � . � llll��,�,�,, I ,,,-, "' 0 * ., . . � - / - %� "' , - `�, - 4 / . 23 PARKING SPACES PROVIDED . .. � . � .. 9 . I , : I . : , * � ZIZI';..-,..�, / ......-s" \�,�,,,� `,Z,3`-',-,_,',�� l `,-1 /- UJ ": 6 P-:.� -�:' �� I , - * _ I . . -.1. .1 �,,10 w ,_ ,- ,�_'117 . I . ,;, -�-'-�4 1 X" �,�,,, �,�,,",,�,,�,Ul W (_5 u- c') Lo/ , . I 1". - I , l-, N / :.:.. .1 ..� I . I / I . 9 � � I / I N / / I 1 310' /I-. / - , , , 20 X 25 SQ. FT. = 575 SQ. FT. OF LANDSCAPING REQUIRED / - . / - / I � - ... , 4414 . � a��"\�",,'� -1 / 1� .. " �l I V_ Zl�'111'� , �_ . 1,450 SQ. FT. OF LANDSCAPING PROVIDED I 1�1, , /u) LLI / � - I I 1�1 � : A .. I � ,� ''. I / A I / / I . / ."''. . I . < I - ,.� �,,, q ,\b!? / . 6 I - � N� / U) / / . . . I . I �. � - � . 1 � LL / I ...... 11 x TREE REPLACEMENT REQUIREMENT - : .. .� � ,(,` / : . , I STRUC URE C .. - / . . . I I / _j / .� c ,.... 1.1111, . 1 131" OF OAKS <24" REMOVED = 142" OF CANOPY TREES REQUIRED : � . ,. 11 I -11 - 11 . / I.. �, _ � .. I / w . 144" OF CANOPY TREES PROVIDED FOR / I I : :1- (SELF-SERVICE STORAGE - 145 UNITS) 11 / s , .[...-.: . � I I-) , . , / % .. I I :1 I . . / �`, , . . .. I / �� . / 0') / �_ -� I.. - MITIGATION / .1111, - I . I , _____ " / � - / . - �' � %� . ! C:b / I / I � I ,_; ... . - FF.F.E. = 14.4] � � , 1, / I " I I . I. 1--c24 / / ,� % , .4. i t -)� i : " , - __ I I I _!V! *,-"- -11-11 � I I I I � I.." I � "I. I 1� . I / ml I 11 .� .- ... I � / I : ... q I 60-0'x 310-O' 1 � . . � 1 0" OAK REMOVED = 2 LARGE PALMS , z �, . * I '. - .. . 11 :�.. d / / � . I . . 1. . ': "I "I'll, - - --a':5 I 0 11 / �� ,z, / 15" OAK REMOVED = 2 LARGE PALMS � 1 18,600 SQ. FT. / , "", , � � : * " f � / . � I . . � I / . . . :, , 41" . . .., /I . . ,��_ __,_ -i", 22" OAK REMOVED = 2 LARGE PALMS �: . :�. �, L . I I / . �\G ::__;___,_,i:� L___ _"11'�__ � I 1. . / 24" OAK REMOVED = 4 LARGE PALMS .. . � U I., : . I .... , I .1 I li / .::.... .�� i 1'� 1� � ,,- ,-7, � I , I '/� / '\9 1 _'-_i, I'll- 1�1 . 10 LARGE PALMS REQUIRED �: I I.: . '* � I .1 / /_/� I'll, / / _"� � I I � 111. i� . I , .. .1 1, .. ". ....� I 1 4-. I / / .. ," ... I I 1 4 ,il= _� 10 LARGE PALMS PROVIDED FOR MITIGATION : ". I 1. 1, I . . m 1� -1 I/ ///// / / . �\<,3- ----IS- '%,"z�,-', ,� - . I .1, . I\b. �F -, , p I ,,,, -" X, F - z , �� . - - , � I � _," -- - ----- i� � "; I'M _N`11�6% � � , " �,� ,��,� . . . ,,, NWAW_�,,"��=�,� lx / / : . I I ,,� I PLANT SCHEDULE I "I CANOPY & UNDERSTORY TREES KEY BOTANICAL NAME / COMMON NAME SIZE SPACING QTY. NOTES @ MITIGATION TREE - PINUS ELLIOTTIl VAR. DENSA / SOUTH FLORIDA SLASH PINE 4" CAL. 30'0.C� 28 0 MITIGATION TREE - QUERCUS LAURIFOLIA / DIAMOND LEAF OAK 4" CAL. 30'O.C. 8 0 A / DIAMOND LEAF OAK 4" CAL. 30'O.C. 7 (9 - _' MITIGATION TREE -�,�ROYSTONEA� GIA/ROYALPALM f_ - 15 GAL. 20'O.C. - 10 -` MIN. 10'HEIGHT GTHRINAX MORRIS11 / KEY THATCH PALM 7 GAL. 20'O.C. 9 1 1 i 1 - SHRUBS KEY BOTANICAL NAME / COMMON NAME SIZE SPACING QTY. NOTES 191N. _24" 0 PSYCHOTRIA LIGUSTRIFOLIA / BAHAMA COFFEE 3 GAL. TO�C. 224 HEIGHT AND SPREAD n %Ijj RHAPHIOLEPIS INDICA'MONTO'/ INDIAN PRINCESS 3 GAL. TO�C. 359 MIN. 24" HEIGHT AND SPREAD 0-1 I RUSSELIA EQUISETIFORMIS / FIRECRACKER PLANT 1 3 GAL. I TO.C. _ 64 I MIN. 24" HEIGHT I AND SPREAD GRASS / ANNUALS / PERENNIALS / GROUNDCOVERS KEY BOTANICAL NAME / COMMON NAME SIZE SPACING QTY. �,�,Z:... . I � . ..,., ." ,,, ' ' . - ::.l. , :'-��' , ' 1 - .� * ."".I- � � .: -I - : - `..`��, :,.,.-, ", .. PASPALUM NOTATUM / BAHIA SOD - - - , � M//// I LIRIOPE SPICATA / LILY TURF 4" POT 12" O.C. 4,600 � � � - , 1, -� I - , � �_ "11-11, �"i"',-, , I / � _______ll-= ? " 1. . >�, I'— , � - , 11501 / � I ra 1 'I , 11 111 I . . i I .. .. .1 . I ,I- I . . . . I 11 �, / � � , � . � , :� " : S�r��ciw , , 1. . 111111.1111-1 __ " , � - : , : ,,,�,�,P��Iflll ____� 1. I I . I V I .. I . - I 1. , m I 11,11 ,,,,,,,l-,,�-,, ,,-- - `--,,,,',,'�',,--`,� I -le, I I 11 ''. , , : � � f.. . . '.1.1 'll MIN "Ill-, __ I 11-1-1 1111-11-11- ,�', �trical 1 , . I -, � . � - 11 , I . , . .. , '. � " . 1. ,� _____ � I . I -k- . , I �. .1 . 0 . . I � : - -1 " � . I ., I . : 1� I" .1. . 1. . '11-il., I I �. l'_l'_!_ -i . . , . 1. q , ,� . - - � - I 1� I 'ch �, � , . - � '... � , , . : �vilb I an,;,al 1 � 11 .t r1l, � I � I I - . � �� : I , . , ': -, 1� � , . ** .� I , 1, '. : , , ,� _/ . . . : l-__--4 , I . ,:. .. / . , , . l_ � P a, z I , 1. �, 1. �'. Al STRUCTURE A / - _.. -:- "-- --�- . . ._ , / :1., .. 1.1- 1-1- _ . .. � '� "'. I , � .. / :- .. ..' -S �,� -N"Orest- ,,,______.- ..... ......... : ........... �� I I , ,�j�;,'�, .... 1-.1- .. ... I (SELF-SERVICE STORAGE - 100 UNITS) / '.. I . I\b. - - i :. � 11 .\,��_____I'l I . , - _,S; - .: - .m. / I X ,-,, � 11 `� , Cit., "", . . - 11, � I - .,!,,,� ,i: . / - : 11 I *. .� .. � I."..." __ � _1_ __ , _ I iZ �:J� -S C) 7.. ", I - ,�� N. � . - / .. � ; I _____� 11 �tlk.l\ . � § 1�1 - , I / . - . .... p �: . :.. . I El I =7 � :1 I . 1.� - -O'x 375-O' / , � . I 01 i GO I . � ..:..., 40 / . , , �l � . � I ,�� ___, 1 � ... * , :� I � . / 1 . . '',__-, 1 15,000 SQ. FT. , . 04� " I - / . . , ", ! ; 1 , I � - .--,, Olmer � . . 375' / , - _-, I . . I I . I . ... , , 4 � - - � � , � / .. q-, -, � . :; " / i .t -i ////// !�-,�, - "' !_ -, - : 1 54-_�-�, 444-4ii!�04404444-6i,i�44044044-ii4444��!i�4444,406i,ii�,;�444(444��4 0�//,//,// ... , m I �,,' __ - - - - � " - - . 14 . - ; ! --i - - - 0- 1- : , I .- .. - I 111 PROJECT - EXPANSION LOCATION: 2951 SW 14TH PLACE FLORIDA 33426 IDEVELOPER: P.B. BROWN, LLI I 32 WEST PLANT STREET, SUITE 21 0 WINTER GARDEN, FLORIDA 34787 ENGINEER: SEAL: _�_ 11 �l , I j � t�,� lil;�111'1*10r"l - I# � , , A t, " �_ le -�,'* ,_ x - ---.. "i ,� s . v.m I � I :,, - . � 4�:*� , I" . , _ 0. 1� -:� ,3 1 1 . ,�� t � '. - p -,�z , - I- - � .:� ,,, __1 _1 - ,_ -1- I - I . � " t- , �: , �� ,- , - 11 I 1-1 , , � - . - I , I I � N rl �.j e , "I 0 �l -1 ,I� _� . I I, - X - . , . � � kx ,_-, " � , . a " 4 I ". � I yr I, " I ,�- ,,, k , T - . - .. I - I . "� _�._ � .j -,-,A "Ili , - , - via I REVISIONS DATE _ ISSUED FOR CONSTRUCTION 11/17/15 1 CONSTRUC11ON REMSION (ADA PATH) 03/04/16 /2\ LANDSCAPE REASION 04/07/16 � I �_/ I , DRAWNG BY- JEC --_ __ _ - 11 _- , I ___ I I I - JURISDIC11ON: CITY OF BOYNTON BEACH, FIL ilo �, )-,) k- , � -I /0 bkE. 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" - - , — - - — , — - — • — - > n285 GALL�IS`p MN.— � " � � � ' " ' "' � SCHED. 80 NIPPLE SIZE OF SPRINKLER INLET. 010 �� ASE A 2. CONTRACTOR TO UTILIZE A AUTOMATIC DRAIN CHECK VALVE DEVICE EXISTING IRRIGATION WELL - REFER TO NOTES ON PLANS t` O STATION NUMBER WHERE LOW HEAD DRAINAGE MAY OCCUR. 3. ALL WIRE WILL BE COLOR CODED DIRECT BURIAL UUUF WIRE: COMMON n -P..1t CO ff 0r." t g , .r TV ' >p 28 POB -PARC EASTERLY 0' ROA 3 r 14. UU114 I KALI I -UK I U KCt'CK 1 U LANUOUlArr- YLAIV I U 11Ct1' JYKIIVPILCK t AKAIVIt I tKJ ANU Ut t:KA I IUNJ UUNI-UKM I U ALL A1'vLIUAbLt UUUtS ANU ( ELF-ERVICE STORAGE -100 UNITS) I EQUIPMENT AND ACCESSORY MATERIAL FROM INTERFERING WITH PROPER ORDINANCES. NO LATER THAN FIVE DAYS BEFORE BID SUBMITTALS PLANTING, i.e. VERIFY ROOT BALL SIZE FOR PLANTING. CONTRACTOR SHALL NOTIFY IRRIGATION CONSULTANT/DESIGNER OF ANY �o-o' X s�5-�' 15. CONTRACTOR SHALL PROVIDE EXPANSION COILS AT EACH WIRE CHANGES REQUIRED DUE TO CURRENT CODE OR ORDINANCE DISCREPANCIES. 1 A ' . 6 " ,. 15, fO S 4T, » „ 1 " CONNECTION IN VALVE BOX (WRAP AROUND 3/4" PIPE 12 TIMES). IF CONTRACTOR DOES NOT COMPLY TO THIS NOTIFICATION, THE CONTRACTOR 16. CONTRACTOR TO UTILIZE APPROPRIATE AUTOMATIC DRAIN DEVICE WHERE SHALL BE RESPONSIBLE FOR ALL NECESSARY INSTALLATION CHANGE AND LOW HEAD DRAINAGE MAY OCCUR. REDESIGN COSTS FOR NON-COMPLIANCE. 17. ALL SPRINKLERS TO BE MOUNTED ON SWING JOINTS - REFER TO DETAILS. 31. UNLESS OTHERWISE NOTED, THE CONTRACTOR MUST COMPLETE 2 PRESSURE 18 TOR SHALL UTILIZE VALVE I D TAGS ON ALL REMOTE CONTROL �.1 CONTRACTOR MO OL TESTS OF THE IRRIGATION SYSTEM MAINLINE (BOTH TO SHOW NO DROP IN VALVES PRESSURE DURING DURATION OF TEST , .. <..,,......... ,.,....., .>.......<.. ....,.,.,. ..... < ......... . .......... .....>...>.<... .,..,....:. ,.<.,...,.. <......,,. <......,., ,.........,. � CONTROL -RED. - .,. ._.,,. :...:._............... N ITE, CONTRO A 2 HOUR PRESSURE TEST AT 1.5 TIMES THE SYSTEM STATIC PRESSURE 1 „ I :::,.`;•.;-:`.:- :.,.... :•:..<:..:•P-:; 20 CONTRACTOR SHALL INSTALL MANUFACTURERS RECOMMENDED B. 24-HOUR PRE ...<. O SSURE TEST AT THE SYSTEM STAT ._,,.<.. x ;.:. .. IC PRESSURE .•., ,.x; a`s:::::':,. :c?:?iii;,.^.�•, e; < , _,. :•::: ::::'::cc.ii �ziiE:isi.:•�uicstts:::::.F,::iass.... .. .... ... .,.., i ,. .< ,.<.I.... ,,,., r,.,.. ....,...,.>. . .. .3. R P AND VALVE OUTPUT WITH ��:: ,:::.:,:. GROUNDING EQUIPMENT FOR POWER SUPPLY A OU 32. IRRIGATION INSTALLATION CONTRACTOR SHALL PROVIDE OWNER WITH A rad ; �•:.:. .... ......<.<..., � RA tt ,� (2) 5/8 COPPER CLAD GROUND RODS. COLOR -CODED ZONES DIAGRAM PLAN, 8-1/2 X11 LAMINATED SHEET(S), TO '','. ° • '` 21. CONTRACTOR SHALL INSTALL MANUFACTURERS' RECOMMENDATION ON IDENTIFY CONTROLLER STATION TO THE CONTROL VALVE NUMBER FOR EACH �; • �. FAULT GROUND AND LIGHTNING PROTECTION. CONTROLLER. TO BE LOCATED IN ADHESIVE POUCH ATTACHED INSIDE OF 24. � � '� r � 177,7777 7 22. CONTROLLER GROUNDING MUST BE AS PER ASIC REQUIREMENTS CONTROLLER(S). 71I 1 _ONE DING STORY „ � Know what's below =' 3 Call before you dig DOCUMENT USER IS RESPONSIBLE FOR VERIFICATION OF • I I www.calisunshine.com ALTERED SCALE FROM REPRODUCTION PROCESSES. PROJECT: BOYNTON BEACH EXPANSION LOCATION: '. 2951 SW 14TH PLACE BOYNTON BEACH PALM BEACH COUNTY FLORIDA 33426 DEVELOPER: P.B. BROWN, LLC 13 2 WEST PLANT STREET, SUITE 2 10 WINTER BARDEN, FLORIDA 347137 ENGINEER: Perm€ EVIEINED 1Y Structural k Electrical h Plumbing Pliechanical P&Z ='ire Police REV1%0,NS � a =1M -.,.--.DATE . sr +>rni� 2 SITE PLAN MODIFICATION 08/04/15 PROJECT MANAGER: JJM DRAWING BY: JEC JURISDICTION: CITY OF BOYNTON BEACH, FL DATE: 02/03/15 TITLE: IRRIGATION PLAN SHEET NUMBER: 1-1.0 _1.O SCALE: 1 = 30 30 15 0 30 60 - SCALE W' FEET JOB/FILE NU�BEr��2 .y0 O