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BID PL NS FOR SECOND SOCCER FIELD
Owner/Developer:
Collier County Parks and Recreation Department
15000 Livingston Road Tel. (239) 254-4000
Folio Number: 00395680009
Legal Description THE NORTHERLY 1,940.99 FEET OF THE WESTERLY 1,290 FEET OF SECTION 24, TOWNSHIP 50 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, LESS THE NORTH 710 FEET OF THE WEST 990 FEET, AND LESS THE NORTH 50 FEET FDR ROAD RIGHT-OF-WAY; SUBJECT TD FLORIDA POWER AND LIGHT POLE EASEMENT RECORDED IN O.R. BOOK 857, PAGE 1037, DRAINING EASEMENT RECORDED IN 0.R. BOOK 207, PAGE 519, AND OTHER RESTRICTIONS, RESERVATIONS AND EASEMENTS OF RECORD.
RESERVING UNTO THE GRANTOR ALL OIL, GAS AND MINERAL RIGHTS IN AND TD THE SUBJECT PROPERTY.
THOMASSON DR.
II II
Vicinity Map N.T.S.
Located in Collier County Section 24, Township 50 South, Range 25 East
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NAPLES AIRPORT
~ --- ---1-12
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GULF OF MEXICO
DAVIS BLVD.
g\t==r .., ~>---.-
~ f-'-'--\ EAST NAPLES COMM UNITY PARK
Location Map N.T.S.
Prepared by:
II GradyMinor Civil Engineers • Land Surveyors • Planners
Cert. of Auth. EB 0005151 Cert. nF Auth. LB 0005151
Bonita Springs: 239 .947.1144 www. GradyMlnor.com
SITE
Q. Grady Minor and Associates, P.A. 3800 Via Del Rey
Bon ita Springs, Florida 341 34
• Landscape Architects Business LC 26000266
Fort Myers: 239.690.4380
REVISION
1
Index of Drawings Dwg. No. Description
1 COVER SHEET AND INDEX OF DRAWINGS
2 AERIAL AND EXISTING CONDITIONS PLAN
3 SITE PLAN
4 MISCELLANEOUS DETAIL
5 EROSION CONTROL PLAN
E-1 ELECTRICAL SITE PLAN
E-2 WIRING DIAGRAM AND DETAILS
E-3 POWER RISER DIAGRAM AND SCHEDULES
1-1 PROPOSED IRRIGATION PLANS
1-2 IRRIGATION DETAILS
1-3 IRRIGATION DETAILS
DATE
03/15
Revisions DESCRIPTION
CHANGES PER COLLIER COUNJY SDPI REVIEW COMMENTS
MICHAEL J, DELATE, P.E. Q. GRADY MINOR & ASSOC., P.A. 3800 1'1A DEL REY BONITA SPRINGS, FL 34134 FLORIDA P.E. LICENSE NO. 49442 EB/LB 0005151
BY
MES
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GENERAL NOTES:
1. THE WATER MANAGEMENT ANO DRAINAGE FACILITIES SHALL BE MAINTAINED BY THE PROPERTY OWNER.
2. THE REVIEW AND APPROVAL OF IMPROVEMENT PLANS DOES NOT AUTHORIZE THE CONSTRUCTION OF REQUIRED IMPROVEMENTS WHICH ARE INCONSISTENT WITH EXISTING EASEMENTS OF RECORDS.
3.
4.
5.
6.
7.
8.
BUILDINGS SHALL COMPLY WITH ARCHITIECTURAL STANDARDS OF PUD.
ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM (N .G.V.D.) .
BLACK SILT FENCE SHALL BE PLACED PER PLAN PRIOR TO CONSTRUCTION. REFER TO PAVING, GRADING AND DRAINAGE SECTIONS SHEET AND CLEARING PLAN SHEET FOR SILT FENCE CONSTRUCTION I NFORMATION, AS APPLICABLE. SILT FENCE SHALL REMAIN THROUGH THE DURATION OF CONSTRUCTION.
ONTRACTOR SHALL VERIFY ALL DIMENSIONS ANO ELEVATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DEVIATION IN PLAN INFORMATION SHALL BE REPORTED TO THE ENGINEER ANO OWNER'S REPRESENTATIVE IMMEDIATELY.
CONTRACTOR IS REQUIRED TO OBTAIN FROM THE ENGINEER WRITIEN APPROVAL FOR ANY DEVIATIONS FROM THE PLANS ANO/OR SPECIFICATIONS.
COLLIER COUNTY, FLORIDA POWER ANO LIGHT, SPRINT TELEPHONE SERVICE, AND CATV MAY HAVE EXISTING UTILITIES ADJACENT TO THIS PROPOSED CONSTRUCTION. CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITIES TO LOCATE THEIR FACILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND USAGE OF THE EXISTING STREETS ADJACENT TO THE PROJECT. AUL TRAFFIC MAINTENANCE CONTROL SHALL BE IN ACCORDANCE WITH FLORIDA MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS. TRAFFIC CONTROL OPERATION PROCEDURES SHALL BE SUBMITIED TO OWNER FOR APPROVAL PRIOR TO BEGINNING CONSTRUCTION.
10. A PRE CONSTRUCTION MEETING SHALL TAKE PLACE WITH COULIER COUNTY COMPLIANCE SERVICES PRIOR TO THE START OF CONSTRUCTION (48 HOURS MINIMUM).
11. THE FIRE PROTECTION WATER SUPPLY INCLUDING FIRE HYDRANTS, SHALL BE INSTALLED ANO IN-SERVICE PRIOR TO PLACING COMBUSTIBLE MATERIALS ON SITE, OR AS OTHERWISE EXCEPTED BY THE FIRE DEPARTMENT. FIRE HYDRANTS SHALL BE MARKED IN A UNIFORM MANNER IN ACCORDANCE WITH NFPA 291.
12. EXOTIC VEGETATION AS DEFINED BY THE COLLIER COUNTY LAND DEVELOPMENT CODE SHALL BE REMOVED FROM THE SITE AND SUBSEQUENT ANNUAL EXOTIC REMOVAL (IN PERPETUITY) SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER.
13. THE PROPERTY OWNER IS RESPONSIBLE FOR REPLACEMENT OF ALL DEAD LANDSCAPE MATERIAL AND FOR THE MAINTENANCE OF THE REQUIRED IRRIGATION SYSTIEM.
14. THE PROPERTY OWNER IS RESPONSIBLE FOR TH E PERPETUAL MAINTENANCE OF ALL FEATURES OF THE SURFACE WATER MANAGEMENT SYSTEM AS OUTLINED BY THE DESIGN ENGINEER ON THESE DRAWINGS.
15. VEGETATION TO REMAIN SHALL BE PROTECTED WITH APPROVED BARRICADING (DETAIL SHOWN) AND BARRICADING WILL REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION (UDC SECTION 3.9.5.1.5).
16. DESIGN PROFESSIONAL'S P.S.M. SHAUL BE REPONSIBLE FOR INITIAL SURVEY CONTROL TO BE USED FOR CONSTRUCTION LAYOUT IN ACCORDANCE WITH CHAPTERS 177 & 472 FLORIDA STATUTES ANO CHAPTER 61-G-17 OF THE FLORIDA ADM IN. CODE. CONTRACTOR SHAUL BE RESPONSIBLE FOR ALL CONSTRUCTION SURVEY AND LAYOUT. CONTRACTOR SHALL BE RESPONSIBLE FOR REINSTALLATION OF ALL PROPERTY CORNERS DISTURBED BY HIS WORK.
17. CURB CUT RAMPS OR SLOPED AREAS SHALL BE PROVIDED AT ALL ACCESS LOCATIONS (INTERSECTIONS TO STREETS, ROADS, OR HIGHWAYS). HANDICAPPED RAMPS SHALL BE PROVIDED AT ALL CURBED LOCATIONS PER F.O.O.T. INDEX NO. 304. SIDEWALK RUNNING SLOPES MAY BE SET AT A RATIO OF 20: 1 BUT IN NO CASE STEEPER THAN 12: 1.
18. ANY PUBLIC LANO PROPERTY CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DISTURBED THE CONTRACTOR SHAUL PROPERLY REFERENCE IT'S LOCATION TO BE RESET BY THE CONTRACTOR'S SURVEYOR. ANY SURVEY MONUMENTS AND PRIVATIE PROPERTY CORNER DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN COST.
19. ACCESS ONTO EXISTING STREETS AND DRIVES SHALL BE MAINTAINED TO LOCAL TRAFFIC ANO PROPERTY OWNERS, RESPECTIVELY. CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES ON PUBLIC OR PRIVATE ROADWAYS. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING OF ROADWAYS ON A DAILY BASIS WHEN ACTIVITIES ARE ON OR AFFECT A ROADWAY.
2D. EXISTING DRAINAGE STRUCTURES WITHIN THE CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED IN THESE PLANS OR AS DIRECTED BY THE ENGINEER.
21. REGRADING SHALL GENERALLY CONFORM TO EXISTING GRADE ANO SHALL NOT CAUSE RESTRICTIONS TO OVERLAND FLOW OF STORM WATER RUNOFF INTO EXISTING INLETS, SWALES OR OTHER DRAINAGE FEATURES.
22. THE CONTRACTOR IS RESPONSIBLE FOR PROPER SEDIMENT AND EROSION CONTROL. NO ADDITIONAL PAYMENT SHALL BE MADE FOR THIS WORK. THE COST IS INCIDENTAL TO THE CONSTRUCTION.
23. ALL EXISTING CULVERT PIPES SHALL BE INSPECTED BY CONTRACTOR, COUNTY ANO DESIGN PROFESSIONAL. ALL CULVERT PIPE SHALL BE CLEANED AS NECESSARY AND DIRECTED. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING AND NEW CULVERT PIPE CLEAN OF ALL SILT UNTIL ACCEPTANCE OF THE PROJECT.
SITE DATA ACRES SQ.FT. %
TOTAL SITE AREA = 48.0 2,090,662 100.00
BUILDING(s) = 1.10 47,724 2.28
CONCRETE/PAVaJENT (W/CURB) = 8.5 370,255 17.71 (SIDEWALK/REC-AREAS/OTHER)
LAKE = 4.B 209,085 10.0
PRESERVE AREA = 5.61 244,369 11.69
OPEN SPACE 27.99 1,21 9 ,229 58.32 (NOT INCL LAKE) =
EXIST.
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NOTIE: PRESERVE AREA PREVIOUSLY DELINEATED IN SDPA-AR-6000 APPROVED 01-25-05
NOTIE: "ALL EXOTIC VEGETATION, AS DEFINED BY COUNTY CODE, SHALL BE REMOVED FROM THE SITE, AND SUBSEQUENT ANNUAL REMOVAL OF EXOTIC VEGETATION (IN PERPETUITY) SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER."
SEE SHEET NO. 3 AND 4 FOR REQUIREMENTS ON CLEARING, GRUBBING, AND PRESERVE WORK. SEE PERMITS FOR SPECIFIC REQUIREMENTS.
CONTRACTOR ACCESS TO SITE IS FROM THOMASSON DRIVE AND INTERNAL PARK ROADWAYS. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND CLEANING ACCESSWAYS ON A DAILY BASIS (CLEANING/SWEEPING). CARE SHOULD BE EXERCISED AT ALL TIME WITH PEDESTRIAN ANO PARK USERS.
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LEGEND Q.GradyMinorandAssociates.P.A. East Naples Community Park 1---c~o11_1er_c_o~un~ty~--1~
AERIAL PHOTOGRAPH COPYRIGHT COLLIER COUNTY PROPERTY APPRAISERS AERIAL DATE: JANUARY 2007
OFFICE
Revision Date
DRAWN BY:
APPROVED:
JOB CODE:
SCALE: Description By
MJD
MES
MJD
CCU170
Gr a dyMin 0 r 3800 Via Del Rey SEC/TWNSHP/RNG J, Bonita Springs, Florida 34134 ,__2_4~/_s_os~/_2_5_E _____ [
Civil Engineers Cert. ofAuth. EB 0005151
I
• Land Surveyors Cert. of Auth. LB 0005151
• Planners
DATE: / AERIAL AND EXISTING CONDITIONS PLAN MARCH 2015 ~
l--"''-'--~-"-------1~ SUBMITTAL TYPE: t:J
SDP z t-----------------------------------------o-----------t---------"'1B
• Landscape Architects Business LC 26000266
WWW. GradyMinor. com Fort Myers: 239.690.4380 ELEVATIONS SHOWN HEREON ARE BASED UPDN NATIDNAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) MICHAEL J. DELATE, P.E. SHEET 2 OF ## ~ .LJL.,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,...,....&..,...,...,...,.......;c~o~NV~E~R~Sl~ON....;F~ACT....;O~R-T~O-N_O~R~TH .... A~M~ER-IC-AN .... V~E~RT~IC~AL....;D_A_Ju_M,...1-98-B~(N_AV_D,...'8-8~)-I S....;.(-~)....;1._2_83,...,...,...,...,.....&.F.L-OR-ID_A,...P_.E_._Ll_CE_N_s_E_N_o_._4_94_4_2 ..................................... ~0
Bonita Springs : 239.947.1144
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ZONING: RSF-4-BMUD-R4 USE: EXIST. RESIDENTIAL
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/ PROPOSED, 74B TOTAL ___..-ij FIELD ' , "' I + L.F. OF 15' VINYL I· £EX. 222 Lf 15" RCP l[EX. CB-J I '- -- I
'- j COATED CHAIN LINK I l I FDOT ME ·o· INLET I EX. SOCCER FIELD I ' I '11 + FENCE (3) SIDES .~ . •' " . GRATE EL. = 6.56 I I
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'-. "'- \ \ \ . f' /X~"il ~x x EX. CB-4 xfry x~':J fJ~ ~~'\ 6.13 8 / " I I + + + + w w " \ + + \ ~ C1 I FDOT TYPE "[)'II/LET x x x ~,;J;]f = = = = = J,, ~ = = = "-- = = = = = I - w / + "°' EX1sr.wti-LANDS + + + '\ '-, + -.v'(\;.v 4 11 GRATEEL.=6.5J LP*~Ex.-cs-2--\----1-----1 +
1 1 NO WORK THIS \ '-. ,? \ \ ·x x" x•~ ""' I FDOT TYPE ·o· INLfr, /I I JP i i + + + AREA '11 '11 + + I "" .,,., \!'\ x ,,.. '"~,,.· ' I GRA TE EL = 6.38 - - I $ I i /; ';{ \ \ I, x• I I ( I I '"' w '11 + w w / H + ', ', l_I I I : i ,, / ' '" \ \ '< I, ., I I 111 i i W 'k + + + + // '-. + \ ~'v ~ ,,o' ,,,~ x"~ •' "" -~ •' I I .P '1/ I I / \ I ,~ Al A<'i x x x x I I // 1 1 '1/ w w , k w / EX HW-1 I l <:9i' ('Y'-; ,t I I / HEADWALL '< ', '\ I ---- I ('/ II 11 I \ ', 1, _ .. _ .. ~ .. _ .. _.. _.. I / " I // I I 'V + + + + I \ + I I .. .. .. .. .. .. I 1----"----'---1 I // I : I \ \ l ""? ~ x"'~ xb;? x~? .,,,1o~ lo'). 1o'9 I I I 1 . ,j,l I I """' '\!/ I ' I x 9:;• )<. )(~ /¥ : I + + I 1' I '( "' x"' ~ - - - .p' rrlv I I I I # w I : '"' I I : IF" .&·=== =:-=:-.\li.:i:=-=:-=:·==. :¥..=·=~- '~ 'Jl'1 I I , - - - - 1 I I .f/
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EX. FRESHWATER MARSH
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~2% MAX. 6" LIMEROCK BASE, PRIMED AND COMPACTED TO 98% MAXIMUM DENSITY (LBR 100)
12" STABILIZED SUBGRADE (MIN. LBR 40) 98% DENSITY
I. ASPHALIC CONCRETE PAVEMENT (TYPE S-111) SHALL BE CONSTRUCTED IN TWO j" LIFTS. THE SECOND LIFT SHALL BE CONSTRUCTED AFTER SUBSTANTIAL COMPLETION OF BUILDING CONSTRUCTION.
2. 5-1/2" LIMEROCK BASE MAITRIAL MAY BE SUBSTTUTED AS AN ALTERNATE DESIGN TO THE 12" STABILIZED SUBGRAOE. ALL SPECIFICATIONS FOR UMEROCK BASE MAITRIAL SHALL BE ADHERED TO.
3. ALTERNATE PAVEMENT SECTIONS LlllLIZING MATERIALS INCLUDING PAVER BLOCKS AND BOMAN~E MAY BE SUBSTTUTED FOR THE ABOVE SYSTEMS. STRUCTURAL CHARACITRISTI CS MUST MEET MINIMUM COLLIER COUNTY L.D.C. REQUIREMENTS.
4. LIMEROCK BASE MUST EXTEND 6" BEYOND EDGE OF PAVEMENT.
5. SUBGRADE MUST EXTEND 12" BEYOND EDGE OF PAVEMENT.
TYPICAL ASPHALT SECTION ' ------ ' / / . ..... _ __ ___ _ ' , -..., ,,,. / • •• •.., • • • • N.T.S.
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PROPERTY BOUNDARY
GENERAL NOTES:
1.
2.
3.
4.
5.
6.
7.
SOD MUST BE MINIMUM AGE OF 11 MONTHS WITH ROOT DEVELOPMENT THAT WILL SUPPORT ITS OWN WEIGHT WrTHOUT TEARING WHEN SUSPENDED VERTICALLY BY HOLDING THE UPPER TWO CORNERS.
SUBMIT SOD CERTIFICATION FOR GRASS SPECIES AND LOCATION OF SOD SOURCE.
SOD TO BE ASPA CERTIFIED CULTIVATED GRASS SOD WITH STRONG FIBROUS ROOT SYSTEM, FREE OF STONES, BURNED OR BARE SPOTS, CONTAINING NO MORE THAN 10 WEEDS PER 1000 S.F.
A.) Pa.spallu.m notatum. ARGENTINE BAHIA GRASS. B.) Cynodon dacty!on. BERMUDA GRASS TIFWAY 419 (SPRIGGING)
TOP SOIL TO BE FERTILE, AGRICULTURAL SOIL, 1YPICAL FOR LOCALl1Y, CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH, TAKEN FROM A WELL DRAINED SrTE, FREE OF SUBSOIL, CLAY OR IMPURITIES, ROCKS, PLANTS, WEEDS AND ROOTS, PH VALU E OF MINIMUM 6.0 AND MAXIMUM 7.0. TOP SOIL SHALL BE SPREAD TO A DEPTH OF 4" WHERE SOD IS TO BE PLACED.
FERTILIZER TD BE RECOMMENDED FOR GRASS, WITH 50% OF 'fljE ELEMENTS DERIVED FROM ORGANIC SOURCES, OF PROPORTIONAL NECESSITY TO ELIMINATE ANY DEFICIENCIES OF TOP SOIL TO THE FOLLOWING PROPORTIONING NITROGEN 6%, PHOSPHORIC ACID 6%, SOLUBLE POTASH 6%, (6-6-6).
SUBMIT SPRIGGING CERTIFICATION OF GRASS SPECIES, IDENTIFY SOURCE LOCATION. PROVIDE SAMPLE SPRIGS FROM SOURCE PRIOR TD COMMENCEMENT OF SPRIGGING OPERATIONS. SPRIGS SHALL COMPLY WITH TURF PRODUCERS INTERNATIONAL (TPI) CLASSES OF TURF MATERIALS. (NOTE: PLAYING FIELD SODDED) '
FINAL FIELD AND SOO AREAS SHALL BE GRADED TD 8" BELOW FINAL GRADE WITH FILL. 'fljE FINAL B" SHALL BE COM PRISED OF COMPACTED ")fo BASED ROOT ZONE MIX AS SPECIFIED BY THE UNITED STATES GOLF ASSOCIATION (USGA). THE ROOT ZONE MIX SHALL CONTAIN A SAND CONTENT OF 90% AND A PEAT CONTENT OF 10% DAKOTA-REED SEDGE PEAT. THIS SOIL MIX SHALL BE MIXED OFF SITE TD ENSURE A HOMOGENOUS MIXTURE.
A.) PROCESSED SAND: THE SAND SHALL BE NON-CALCAREOUS, CLEAN AND PROCESSED AND SHALL MEET 'fljE FOLLOWING CRITERIA:
SIZE SIEVE DIAMETER OF ALLOWABLE RANGE PERCENT RETAINED MESH SIEVE (mm)
GRAVEL 10 2.00 LESS THAN , EQUAL TO 3%
VERY COARSE 18 1.00 LESS THAN , EQUAL TO 7%
COARSE 35 0.50 AT LEAST 60il: PARTICLES
MEDIUM 60 0.25 -
FINE 100 0. 15 20% MAXIMUM
VERY FINE 270 0.05 5% MAXIMUM
SILT - 0.002 5% MAXIMUM
CLAY - LESS THAN 0.002 3% MAXIMUM
NO MORE THAN I 0% INCLUDING 3% FINE GRAVEL COMBINED FOR SIEVE MESHES 10 AND 18. MINIMUM OF 80% COMBINED FIRACTIONS FDR SIEVE MESHES 35, 60 AND 100. COMBINED FRACTIONS NO MORE THAN 1 0% FOR MATERIALS LESS THAN OR EQUAL TO 0.05 IN SIZE.
IN
B.) PROCESSED PEAT: DAKOTA-REED SEDGE PEAT SHALL BE FREE OF STICKS, STON ES AND OTHER DEBRIS AND COMPLY WITH THE FOLLOWING:
PARAMETER SPECIFICATIONS SIEVE SIZE % PASSING
TOTAL ASH 15% OR LESS
pH 6.5 TO 7.5 2.0 mm 95 - 100
% MOISTURE 30 TO 50% 1.0 mm GREATER THAN 80
THIS RANGE
C.) ROOTZONE MIXTURE PERFORMANCE AND TESTING: UNrTED STATES GOLF ASSOCIATION (USGA) PHYSICAL EVALUATI ON PROTOCOL. WATER RETENTION SHALL BE 30cm TENSIONS. TESTS SHALL DETERMINE COMPLIANCE WITH SPECIFIED MIXING RATIO AND PROVIDE CALIBRATION DATA FOR THE QUALl1Y CONTROL PROGRAM. TESTS SHALL COMPLY WrTH THE FOLLOWING CRITERIA ON A CORE COMPACTED TO 14.3 FT.-LB/INCHES SQUARED:
TEST REQIREMENT PERFORMANCE
INFILTRATION RATE INCHES/ HOUR 12 TO 20
BULK DENSl1Y, GRAMS/cc 1.2 TO 1.6
TOTAL POROSl1Y, PERCENT 35 TO 55%
SATURATION PERCENTAGE @ 30 cm TENSION 35 TO 65%
D.) MIX FERTILIZER AND DOLOMITIC LIMESTONE AT MIXING PLANT INTO PEAT/SAND MIX TO CREATE FINAL ROOT ZONE MIX. ADD 5001bs. OF DOLOMITIC LIMESTONE FOR EACH 3200 CUBIC YARDS OF ROOT ZONE MIX.
E.) FERTILIZER: GRANULAR, NON-BURNING PRODUCT MEETING THE REQUIREMENT OF FEDERAL SPECIFICATION 0-F-24LS, WITH PERCENTAGES OF NITROGEN, PHOSPHORIC ACID AND POTASH />S HEREIN SPECIFIED. 10N-20P-30K. COMBINED N-P-K CONTENT SHALL BE NOT LESS THAN 20% OF THE TOTAL ANO N CONTENT SHALL NOT BE LESS THAN 5% OF THE TOTAL BY WEIGHT.
B. SPRIGS SHALL BE WELL ROOTED, HEALTHY SPRINGS, FREE OF DISEASES, NEAMATODES AND SOIL BORN INSECTS. SPRIGS SHALL BE OF UNIFORM COLOR, LEAF TEXTURE, DENSl1Y AND FREE OF WEEDS, UNDESIRABLE GRASSES, STONES, ROOTS, THATCH AND EXTRANEOUS MATERIAL. (NOTE: PLAYING FIELD SODDED) '
9. SPRIGGING SHALL BE PLANTED THROUGH THE USE OF A FAIRWAY PLANTER (MECHANICALY PLANTING METHOD) PLANTED AT A RATED OF BOO BUSHELS PER ACRE. PLANTING SHALL BE PERFORMED IN 2 PASSES OF OPPOSITE DIRECTION. THE FIRST PASS SHALL BE IN GENERALLY A NORTH/SOUTH DIRECTION ( 400 BUSHELS/ACRE AND THE SECOND PASS SHALL BE IN GENERALLY AN EAST/WEST DIRECTION (400 BUSHELS/ACRE).
10. SEE SHEET 4 AND LANDSCAPE PLANS FOR ADDITIONAL REQUIREMENTS FOR CLEARING, GRUBBING, EXOTIC REMOVAL, UPLAND AND WETLAND RESTORATION AND ENHANCEMENTS.
NOTE: "ALL EXOTIC VEGETATION, AS DEFINED BY COUN1Y CODE, SHALL BE REMOVED FROM THE SITE, AND SUBSEQUENT ANNUAL REMOVAL OF EXOTIC VEGETATION (IN PERPETUl1Y) SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER." TEMPORARILY IMPACTED AREAS WILL BE REGRADED ANO REPLANTED WITH NATIVE VEGETATION .
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t •'.•'.•'.•I EXISTING XERIC OAK PRESERVE (//"./1 CLEARING ANO GRUBBING t-- --t-- --+-----------------------jf---IDRAWN BY: r a y in 0 r 3800 Via Del Rey SEC/TWNSHP/ RNG cl MES Bonita Springs . F lorida 34134 ,__24_,,/_5_os_,/_2_5_E __ _. o: E------::i RESTORED FOREST WETLANDS :a: PROPOSED LIGHTS APPROVED: DATE: >
I::: :_. : J UPLAND BUFFER PRESERVE ~ PRoPosED GRADE 1---+----+-------------------1---1 MJD Civil Engineers • Land Surveyors • Planners • Landscape Architects SI TE PLAN .__ ....... M::..:A:..::Rc"'Hcc2=0..:..:15:...._ _ __.~ \>f' EXISTING GRADE IOB CODE: SUBMITTAL TYPE: i;J
IVVVV'I EXCAVATION AREAS CCU170 Cert of Auth. EB 0005151 Cert. of Auth . LB 0005151 Business LC 26000266 KXXX>1 ~ DIRECTION DF PROPOSED 03 15 CHANGES PER COLLIER COUNTY SDPI REVIEW COMMENTS MES 1---------------------------------------.1-----------1--'-S'-DP _____ -i~
L....:.1-.-~~:~iiiiiiiii-· ~I ~-P-RO_P_o_sE_D~AS_P_H-AL_T_o_v_ER_LA_Y~~~~~~~~~~~-su_R_F-AC-E~FL_o_w~~~~..L~R~ev~i~si~o~n.l...~D~a~t~e....1...;;D~e~sc~r~ip~t~io~n~~~~~~~~~~~~~~~~~L...:B~y;,.,J_sc_ALE~:~~..!....:..~.L~B-o_n_it_a_s_p_r_in_g_s._· _2_3_9_.9_4_1_.1_1_4_4~~~~w~w_w_._c_r_a_d_y_Jr;f~j-n_o_r_._c_o_m~~~-F-o_r_t_~~1y_e_rs_:~2-39_._s_9_o_.4_3_B_o.J~~~-E-LEV-A~Tl~ON~S~SH~O~WN~H~ER~E~ON~AR~E~B~;sLE~D~U~P~ON~NA~J~IO~NA~L~G~E~OD~ETLl~C~V~ER~Tl~CA~L~D~~~ULM~1J9~29!.l(N~GVD;:;..'_29-)~~~~Ml~CH~A~E~L~J.=D~E~LA~~~·~P~.E~.~~;_j~S:H:E:E:T:....:3...::0:F_::#~#:,i'.': .. 1" = 60' CONVERSION FACTOR TO NORTH AMERICAN VERTICAL DATUM 1988 (NAVD 'BB) IS (-) 1.283 FLORIDA P.E. LICENSE NO. 49442 ~
PRESERVE BAHIA SOD
VARIES
10'± 1' MIN. 4' VARIES
ELEV.=6.1
BERMUDA - TIFWAY 419 SPRIGGING
PROPOSED FENCE (15' HIGH, 9 GAGE BLACK VINYL COATED CHAIN LJNK) .
SECTION -A N.T.S.
Revision
:sl_ WSWT-4.5
WORK UNDER THIS CONTRACT
Dote Description
EX. GRADE VARIES __ _ _
DESIGNED BY:
DRAWN BY:
APPROVED:
JOB CODE:
SCALE: By
BAHIA
MJD
MES
MJD
CCU170
N.T.S.
15'
GRADE VARIES
Civil Engineers Cert. of Auth. EB 0005151
BERMUDA TIFWAY 419
i ss'-o" SOCCER FIELD
SECTION - Cl
•
N.T.S.
Land Surveyors Cert. of Auth . LB 0005151
• Planners
Bonita Sprin gs: 239.947.1144 www.G r a dyMi nor .com .
15'
BAHIA
NOTE: FILL REMOVED FROM FIELD SHALL BE SPREAD, GRADED ANO HYDROSEED ON FLITURE Fl ELD TO WEST.
• Landscape Architects Business LC 26000266
Fort Myers: 239.690. 4380
15' CHAIN LINK FENCE WITH SLACK VINYL COATING (9 GA CORE)
COMPACTED FILL
18• OJA. FOOTI NG. CONCRETE SHALL BE 3,000 PSI AFTER 28 DAYS
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FENCE POST DETAIL N.T.S.
MISCELLANEOUS DETAIL
SUPPORT POST AT i O' O.C. (3" DQ 40, VINYL COATED)
PROVIDE TOP, TWO ~ INTERMEDIATE AND ~ BOTTOM RAIL (1 ft" DQ 40 VINYL COATED)
FlNISHED GRADE (TYPICAL)
NOTES: 1) CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS WrTHIN LIMITS OF DEMOLITION
SHOWN UNLESS OTHERWISE NOTED.
2) CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES PRIOR TO DEMOLITION.
3) TH E CONTRACTOR SHALL UTILIZE SUrTABLE EROSION CONTROL DURING DEMOLrTION.
4) THE CONTRACTOR IS RESPONSIBLE FOR THE LEGAL DISPOSAL OF ALL DEMOLITION DEBRIS OFF OWNERS PROPERTY.
5) THE CONTRACTOR SHALL COORDINATE THE REMOVAL OF EXISTING UTILrTIES WITH THE OWNER OF SAID UTILITY. THIS SHALL INCLUDE WATER. SEWER, GAS, CABLE TV, POWER ANO TELEPHONE.
6) THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILrTIES PRIOR TO DEMOLITION AND WILL SE RESPONSIBLE FOR THE DAMAGE OF ANY ON-SITE OR OFF-SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT AND ARE NOT IDENTIFIED TO SE REMOVED.
7) REMOVAL OF ASBESTOS CONTAINING MATERIALS (IF ANY) SHALL BE IN ACCORDANCE WITH THE REGULATORY STANDARDS.
ANCHOR BALES W/(2) 2"x4" STAKES PER SALE ALL AROUND CATCH BASIN
1. SET THE STAKES.
3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH.
FILTER FABRIC TO BE PLACED UNDER CATCH BASIN GRATE
2. EXCAVATE A 4"x4" TRENCH UPSLOPE ALONG THE LINE OF THE ST AKES.
4. BACKFILL AND COMPACT THE EXCAVATED SOIL.
CATCH BASIN PROTECTION DETAIL TYPICAL SILT FENCE DETAIL N.T.S.
1 1/2" ASPHALT, --TYPE S- 3 INSIDE RIGHT-OF-WAY
FOOT #1 COARSE AGGREGATE
GRAVEL OR PAVED CONSTRUCTION ENTRANCE DETAIL (RUBBLE STRIP)
N.T.S.
N.T.S.
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PROPOSED CONSTRUCTION FENCE AND SIGNAGE
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LEG END MJD o. Grady Minor and Associates . P.A. .. _____ E_a_s_t_N_a __ p_le_s __ c_o_1_1i_·_n_i_u_n_i_t_y ___ P_a_r_k ____ -I 1-:.,....,-C,,,,oll,,,.i•,,..r ,,,,co,..,un,,,ty~--1 ~ PROPOSED SILT FENCE
PROPOSED SILT FENCE
DRAWN BY: Gr a dyMin 0 r 3800 Via Del Rey SEC/ TWNSHP/RNG 3 MES Bonita Springs. Florida 34134 o---24_/_5_o~s/_2_5_E __ -.a:
APPROVED:
MJD
JOB CODE:
CCU170
SCALE:
Civil Engineers Cert. of Au th. EB 0005151
• Land Surveyors Cert. of Auth. LB 0005151
• Planners • Landscape Architects Business LC 26000266
DATE: ~ <.>
MARCH 2015 z t:-:'.==,,.,...-==---1 ii: SUBMITTAL TYPE: t:J CONTROL PLAN EROSION
SOP z 1----------~~~~~~~----~---------------1------,....,,..,,----lt-------~ 0
Bonita Springs: 239.947.1144 WWW. GradyAnnor. com Fort Myers: 239.690.4380 ELEVATIONS SHOWN HEREON ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD '29) MICHAEL J. DELATE, P.E. SHEET 5 OF ## ~ L.~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~....l~R:e:v~is~i~o~n.L.~D~a~t~e~l...:D~e=s~c~r1ip~t~io~n~~~~~~~~~~~~~~~~~...JL.,:;B~y:..J~~~~.ili.'/JJIJ.'l/i/t.LJ~~~~..:.....::...~~~~~~~~~~~~~~..:.~~~~~~~~~~~:....~~~~~~~.1.~~~~-C~O!N~VE~R~S~IO~N~F~ACT~OR::_:;TO::_::N~OR~T~H~A:M~ER:1c~AN:.,:V~E~RT~ICA~L~DA~J~UM:_:l!98~8~(N:Av~o:...:;'s~s):_:;IS~(~-~)~1 ~.2~8~3~~~~..l~FL~O:Rl~DA:..:.P~.E~. ~LIC~E~N~SE;..;;,N0~. ~4:9:44:2~L...~~~~~...:;.::.J0
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Boule vard ~ e ll · (2j9) ~b De.scription
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KEYED NOTES
OF 17) 1500 W c REFER TO rpQRTS LIGHTERS, '
TYP E "II" ~·~:rR }C(it~LDETAlLS. 'l.OP". SEE POWER RISER <::0 SHEET E- EXISTlt-.G PAl'JE L 'A TION TE
RAL TO R INFDR' R " ~ SERVICE LA M SHOWN FO WITH OWNE ' \!.) DIAGRAM. TING ELECTRJ~AfoRPgst1NG ~~~Vl~6DITIOCIAL /,\ LOCATIO~N~F R~231RlJ' o</,UvJbG'RISER DIAGRAM E 2 AND
\::../ ON~XNcE. REFER . FER TO SHEET BREAKERS 1~~0Fl'1A TI@ " DP" AS IND1cv~7g (2~E50A 3 PHASE /,\ HOMERUN TDD~~tJ}L MINFORM A TI ON. - TORS. ~ E-3 FNOGR l ~OPAN E L. C (") 60A COl'J AC EXIST! -L ADD TW I L
TRCL PAN:. ,
;-;\ EX ISTING CON FOR FEEDER SIZE.D \.'_/ GRAM S
TO FIELD \"!IRING DIA FOR RE QUIREf11El>I T . 0 REFER C::EE PO\l/ER R I SE~ {i) SERVICE RAC I<. -
GENERAL NOTES
GHTING M 11,ST
I
0 0 0
1-::::"o 0 - 0 r© 0 0
·. . . (TYPICAL)
0 0 0 00 00
"" '--m (TYPICAL)
TYPE I TYPE II
@TYPICAL FIELD FIXTURE MOUNTING ARRANGEMENTS
N.T.S.
<J) l<EYNOTES 1.
3.
4.
5.
SOCCER FIELD FlOOD LIGHTING FIXTURE AS MANUFACTURED BY MUSCO. (* NEMA BEAM SPREAD PER MANUFACTURER'S REQUIREMENTS)
FIXl\JRE MOUNTING CROSSARM, TYPE AS REQUIRED TO ACCOMMODATE 0UAN11TY Of" FLOOD LIGHTS.
FIXWRE SHALL BE 1500W SPORTS LIGHTERS, AS NOTED ON THE PLANS, WHICH ARE AIMED IN THE FIELD IN LIEU or PRE-AIMED IN THE FACTORY.
PROVIDE GLARE CONTROL TYPE LOUVERS. FINAL LIGHT LEVELS AT PROPERTY LINE SHALL BE IN COMPLIANCE WITI-l DESIGN REQUIREMENTS. REf"ER TO SPECIFICATION SECTION 26 56 68.
REFER TO SPECIFICATION SECTION 26 56 6a FOR ADDITIONAL REQUIREMENTS.
.
FINISHED GRADE
YELLOW PLASTIC TAPE (6" WIDE) MARKED; "CAUTION BURIED ELECTRIC LINE BELow·
OIRECT--+---11 BURIAL CONDUIT
. : a· . MIN
a· I MIN
;'-r FILL
' .• SAND OR If LOAMY EARTH
I
6" SAND
DIRECT BURIAL CONDUIT INSTALLATION
· NTS
. .
<J) WIRING DIAGRAM KEYNOTES
I. CIRCUiT BREAKERS IN SITE LIGHTING PANELBOARD. SEE SITE PLAN.
2. SOOV., EP., LIGHTING CONTACTORS WITH 120V.A.G. OPERATING COILS. CONTAGTORS LOCATED ADJACENT TO PANELBOARD. AMPERE RATING AS NOTED. · . .
3. CONTROL WIRING TO TIME CLOCK AND l<EY SWITCH. AS REQUIRED.
4. BRANCH CONNECTION TO FIELD FLOOD LIGHT. SEPARATE CONNECTIONS REQUIRED FOR EACH LIGHTING rlXl\JRE. CONNECT rlXTURES TO ALTERNATE PHASES, TO PROVIDE BALANCED LOAD ACROSS ALL · 3 PHASES. .
5. SYMBOL DENOTES LIGHTING MAST TYPE, FOR ADDITIONAL INFORMATION REFER TO MAST DETAILS AND SITE PLAN .
6. LIGHTING MAST DISCONNECT SWITCH, FOR ADDITIONAL INFORMATION AND WIRING REQUIREMENTS REFER TO 1.1AST DETAILS. ·
7. TIME CLOCK. REFER TO SPECIFICATIONS.
8. 1 1 /2"C., 3-#1 + 1 #6 Gf~D. CONDUIT lt-ISTALLED MINIMUM 24" BELOW GRADE. · ·
9. KEY-OPERATED OVERRIDE S'MTCH, LOCATE AT SERVICE RACK INTERCONNECT WITH TIMECLOCK/CONTACTORS AS ·REQUIRED FOR MANUAL OPERA 110N OF LIGHTING. .
1-- -t--- + - - ----- ---- - ------- --_j _ _J DESIGNED BY: T.E. H.
PULLBOX $HALL BE OUAZIIE CQMposourr NON- CONCRETE OR APPROVED EQUAi .
. ' f!N!SHEQ GBAQf
cwposo1 !TE p1111 ea)( WITH SOLID BOTTOM . SIZE AS REQUIRED Excrer· .. . M!NIMU~ SIZE. 20"L X 13"W X 12"0
HANDHOLE/PULLBOX DETAIL NO SCALE .
TC
'
C>-f--l
50A:, 3P.
(TYPICAL)
• • ' r-..
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© (TYPICAL) ';
SOCCER FIELD WIRING DIAGRAM N. T.S.
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1---i---- + - --- ------------ --- ---1-- DRAWN BY· HOLLIS ENGINEERING CONSULTAl\TTS, INC. T.E.H .
Q. GRADY MINOR & ASSOCIATES, P.A. CIVIL ENGINEERS •LAND SURVEYORS • PLANNERS •LANDSCAPE ARCHITECTS
16900 Colony Lokes Boulevorcl Phon e: (239) 481- 2385
Fort Myers, Floriclo .3.3908 Cel l (2.39) 560-6541
Certifico te of Authorization No. 26048
:- - --i----+- --- --- ------------ --_j _ _jAPPROVED:
1----t--- -t----- ----- --- ----- - - ---l.-_jJOB CODE·
By I
Revis ion Descr ip tion Dat e SCALE:
BONITA SPRINGS • FORT MYERS • NORTH PORT T.E. H. (239) 947-llld.1 (239) 690-43fl0 (941) !..26-5858
CCU55 ENGINCERING CERT. Of A!.JTH. EB 0005 151 SURVEYING CEIH. OF .O.U TH. LB 0005151 LANDSC APE ARCH. BUSINESS L V 26000266
1" "" 60 ' WW\V.GRADY1"1INOR.COM
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CONDUIT ENffiANCE 8ElOW GRADE.
6
FIELD UGH.TING. MAST - TYPE NTS
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(j) FIELD LIGHTING MAST KEYNOTES
. 1. 5/8'" X 10'-0"" COPPER CLAD GROUND ROD WITH f6 BARE CU. GROUNDING CONDUCTOR FROM GROUND ROD TO LIGHTING FIXTLRE. . ·
2. CONDUIT AND v.lRE. Sl2E AS INDICATED ON THE DIAGRAMS, FROM/TO NEXT MA~i 3. · INGROUNO PULL BOX, REFER TO DETAIL THIS DRAWING UTILIZE EXISTING WHERE S~OWN
OO~N. .
5.
6.
7.
B.
RIGID CONDUIT l'hTH PHASE CONDUCTORS AND SARE CU. GROUND. REFER TO V.,RING DIAGRAMS FOR SIZING. CONDUCTORS ANO RACEWAY CONCEALED IN MAST DO NOT ROUTE EXPOSED. • '
REMOTE BAL~ASJ CABrNET WITH INTEGRAL DISCONNECT S\\iTCH, NEMA 4X [NCLOSURE. MOUNTED 12-0 A.F.G. REFER TO 'MRING DIAGRAMS FOR ADDITIONAL INFORMATlON PROVIDE SURGE SUPPRESSION DEVICE. PHA.SE-TO-PHASE, ON LINE SIDE OF SWITCH.
ROUND TAPERED SPUN CONCRETE MAsT (HEIGHT AS INDICATED). PROVIDE SHOP DRAWINGS ANO CALCULATIONS rDR LIGHTING MAST, WITH SIGNATURE ANO SEAL OF A REGISTERED PROFESSIONAL. ENGINEER CERTIFYING THAT THE FOUNDATION AND MAST/ flXTLRE ASSEM8L Y MEETS OR EXCEEDS 'MND LOADING REQUIREMENTS INDICATED 1N THE LA TtST ADDITION OF THE FLORIDA BUILDING CODE. REFER TO SPECIFICATION . SECTION 16502 FOR ADDITIONAL REQUIREMENTS. . . ·
NEMA 3R JUNCTION BOX FOR BRANCH SERVICE to EACH OF THE SPORTS LIGHTERS BOX SIZE AS REQUIRED. '
LIGHTING MAST SHALL BE PROVIDED WIT11 LIGHTNING PROTECTION AS REQUIRED BY NFPA 780
East 1Vaples Corr1m1,inity Park THOMAS E. HOLLIS. P. E MUNICIPALITY: REGISTERED PROFESSIOMAL Ef'IGIMEER COL.LIER COUN TY FLORID.C.. CERTIFICATE ~10. 12938 f-------~ SEC/ TWNSHP/ RNG
S24 /T50S/R25E
DATE:
'vVIRl f\IG DIAGRAM AND DETAILS FILE NAME:
01 /09/2015
E-2
DfaTE S HEET 2 OF 3
PREMANUFACTURED 1-1/2" SWING JOINT ASSEMBLY. PROVIDE ADAPTER SIZED TO SPRINKLER INLET.
SCH 40 TEE SLIPxSUPxFPT ---~
PVC LATERAL ~ SPECIF1ED
ROTOR HEAD SPRINKLER WITH SWING JOINT ASSEMBLY DETAIL
IU
PRESSURE TREATED BOARO
Iii= · ~·::I', :• '". • .. u .. ; ' 1:,·: ,''.-:~ ~~I . .... : . •
rn 1, ·::;·~ f::·".·~:\~/ 1~1 l'lill.,
VERTICAL BEND
N.T.S .
I 1 1~111311S:'lll=llil"' i1 1'§1 EJll:S •. }'~.;.;~'~: .. ,' BEARING AAEA
TEE WITH PLUG BEARING AREA 1/2.-3/4" PLWIOOD
,,.~~l.J~~,;. ,~11,~~ I I ,.,,, .. · ~A
BEARING AREA
r l.=1
NQT.ES:
MINIMUM BEARING AREAS IN Sq.Ft. FOR IBRUST BLOCKS. 1. ON BENDS AND TEES, EXTEND THRUST BLOCKS
FULL LENGTH. ~ m ;;., • ~ ... m - . ""' 4• 1 1 I 1 I
•• 3 4 2 1 3
•• 5 7 4 2 5 1 o• B 12 • 3 ' 12· 12 16 ' 5 12 15• 16 20 12 7 16 20' 24 20 17 10 24 24" 34 34 24 13 34
lVPICAL THRUST BLOCKS
INSTALLATION DETAIL
2. PL.A.CE BOARD IN FRONT OF ALL PLUGS BEFORE POURING THRUST BLOCKS.
3. POUR THRUST BLOCKS AGAINST UNDISTURBED SOIL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE LOOSE SOIL & EXTEND THRUST BLOCK TO UNDISTURBED SOIL.
4. IN BACK FIWNG, ANY MUCK ENCOUNTERED SH.ALL BE REMOVED & REPL.A.CEO WITH ACCEPTABLE MATERIAL
5. BACK FILL MATERIAL SHALL NOT INCLUDE ROCK OR BOULDERS.
6. THRUST BLOCK AREAS BASED ON SOIL BEARING LOAD OF 2000 PSF. &: LINE PRESSURE OF 150 PSI ..
7. ALL IRRIGATION LINES LARGER THAN 2" ARE TO BE THRUST BLOCKED AS 4" SIZE.
WIDTH MAY VAAY.
,,ti,o.Jj~l1.V~11l,JJ~~~UVA,o,!J,J11V1}J1~ ·-· .-... -·· ··· -··· ··. --- ·--- ... ,;·., .. . ~-~- - ·.- .-.. ,. ·:· ... · ... - . .. ---·:·· ···· ·--· -·!"" .-
COMPACTED CLEAN FllL "'0{~ ~~ITl =I I~ _I I ~ l~l I ~~ '\~~. Ill > • = w = ~~
PVC IRRIGATION LATERAL · /'. - ~ ""' - ill :'.:Y~ ~ ~ Ill _...,,,] ~~
MITAWC lRACING TAPE. 12• ·, olll= 11=111 ~~ ABOVE ll<E TOP OF MAIN/SUB>.IAJN. % ~~
@:: ~~/ IRRIGATION MAIN LINE OR ~ 7~· _ • _ = ~ SUBMAIN. -@:: IJl = IJl ~
'~ 1-11 1 = 111= -~ ~"[jlm~ Fw~
24 VOLT ELECTRIC VM...VE ~
CONTROL WIRE. ~\ ~~~ff ~~0" "~/
NOTES:
METALLIC TRACING TAPE MUST SE INSTALLED 12~ ABOVE THE MAIN/SUBMAIN LINE. ARE NOT MET, THE TRENCHES SHALL BE RE-D:CAVATED.
DEPTH MEASUREMENTS ARE TO BE DONE FROM FLUSH GRADE TO TOP OF PIPE.
PROVIDE A 6~ MINIMUM VERTICAL SEPARATION BETWEEN MAJN UNE{S) AND LATERAL UNE(S).
Al.L TRENCHES SHALL BE BACKFlllD WITH CLEAN SOIL FREE OF DEBRIS & NOXIOUS WEEDS. TRENCHES SHALL BE COMPACTED TO A 90:.l ST~DARO PROCTOR DENSITY, ASTMOS98- 78.
PIPE PUWNG THROUGH UN-TRENCHED SOIL IS NOT AL.LOWED UNDER ANY CIRCUMSTANCE.
COORDINATE WITH LANDSCAPE CONTRACTOR FOR TREE LOCATIONS TO AVOID CONFLICT WITH TREE LOCATIONS PRIOR TO THE INSTAllATION. OFFSET ANO/OR FlELD ADJUST PIPING LOCATIONS AS NEEDED.
TYPICAL TRENCHING DETAIL
WIRE COILS, 18" MIN. LENGTH ---f'/ TAPE WIRES TO NIPPLE
PROVIDE PLUG If NEEDED
P.T. 2Mx4M FOR SUPPORT TAMP AND LEVEL NON-WOVEN FlLTER FABRIC ----' ATTACH TO VALVE SOX WITH DUCT TAPE , PROVIDE 4M OY£RLAP
12• ' 89 STONE I PROVIDE __ __./ 2• GAP BETWEEN BOTIOM OF VALVE AND TOP OF STONE .
SCH. 80 NIPPLE TO MAINLINE CONTRACTOR TO FlELD DETERMINE LENGTH.
NTS
PROPOSED MARSH
3" ELECTRIC SOLENOID ANGLE VALVE INSTALLATION DETAIL
STEP NO. 1.
STRIP WflES AND APPLY" SCOTCHLOK 'I' ELECTRlc.tJ.. SPRING CONNECTOR IN A CLOCKWISE DIRECTION.
STEP NO. 2.
INSERT UCE TO 80TTOM OF G LEO TUBE.
CHECI< TO WJ<E TCHLOK CONNECTOR PUSHED PAST THE
L G FINGERS AND
re~~JEgFo~r: <if(] 2 jj j
STEP NO. 3.
FosmoN WIRES IN WIRE CHANNELS ANO CLOSE INSUlATOR nJeE COVER.
24 VOLT WIRE
CONNECTION DETAIL N.T.S.
-.:::::!~=~~=~ ~====::;~~T~.O.B .• ~T~'.~H~~~=: .~L~~T~°£G). - • )_ • . - •. - .. - •. -
L-.....i~?'~~t;~~Cl)=~~ ~f \__LAKE\
ELEV. - 2.0 ~~
1 4'X8' SYSTEM FlBERGLASS ENCLOSURE 2 MAIN DISCHARGE VALVE 3 SWING CHECK VALVE 4 WATER LINE, CONTROL ELEV. 5.0 5 IRRIGATION MAIN 6 FITTINGS 7 :316 STAINLESS STEEL SCREEN ASSEMBLY, SET AT ELEVATION -2.0 9 RIP-RAP SUPPORT 10 REINFORCED CONCRETE PAO, (6" THICK, 6'X1 O') 11 SOIL tJOUNO, s• ABOVE 100 YEAR FLOOD ELEVATION.
PROVIDE GRADING SO THAT CONCRETE PATH GRADE IS ELEVATED 6"
6
ABOVE THE 100" YEAR FLOOD LEVEL. ELEVATION TO BE DETERMINED BY ENGINEER.
HOOVER PUMPING SYSTEMS Pompano Beach, Florido, Tel (954) 971-7350
-:...=>
DUAL CENTRIFUGAL, PRESSURE DEMAND, ENCLOSED, LAKE SUCTION.
**EXISTING LAKE SIDE PUMP STATION ELEVATION SCHEMATIC DETAIL
NTS
**EXISTING DETAILS SHOWN FOR REFERENCE ONLY
NOTE: SUCTION PIPE AND FITTINGS SHALL BE HOPE HEAT FUSED. CHECK VALVES 3" AND LARGER SHALL BE SWING TYPE, 2" AND SMALLER SHALL BE POPPET STYLE. ALL EXPOSED SUCTION & DISCHARGE PIPE ADJACENT TO THE PUMP SYSTEM SHALL BE GALVANIZED STEEL. BUTTERFLY OR BALLVALVE PROVIDED AT EACH PUMP.
® ®
0
®
SAFETY FEATURES' -LOSS OF PRIME -SER'1CE REQUIRED -LOW PRESSURE - TRANSIENT SURGE -OVERHEAT
I
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PLAN VIEW
, 0
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NOT TO SCALE
PUMP PERfORMANCE
•• G ,
• ~
225 GPM 0 210 TOH EACH 450 TOTAL GPM JOCKEY 50 GPM 0 210 TOH
.
HOOVER IAOOEL: HC2F-30J5P0-230/3-A,l,M,R2 Pompano 811och, Florida, Tel 9,._971-73!>0
/.L EDGE OF WATER
.. I I ' I
i
< 1 - ·. 2
\ ~ ..
3 ) 4 / 5
6 @ 7
8 ® 9
® 10 11 12 13 14 15 16 17 18 19 20
@ i IRRIGATION MAIN CONTROL PANEL UL MAINTAIN 42" CLEAR PRESSURE TANK JOCKEY PUMP 5 HP
LISTED ASSEMBLY ANCE
MAGNE11C FLOW METE R PUMP #2 30 HP~TEFC PUM 1 30 HP TEFC 4'X8f rl'aERGLAS REI
motor when>5.5HP~ motor when>5.5HP
NFORCEO ENCLOSUR GELCOAT FIN ISH \\Ill< FOREST GREEN
~·x1 o' REINF. CON CR 6" THICK, LEVEL, PR
El£ PAQ.. NO OPENINGS OVIDED ttY OTHERS)
AIN DISCHARGE VAL VE ISOLATION VALVE N/A CHECK VALVE N(iA 3 6 STAINLESS STEEL SCREEN ASSEMBLY N/A N(,.A L CKABLE HANDLE 4-' x 81 GALV. STEEL SKID & DISCHARGE HEADER CONTROL SHUTOFF V / AL VE WITH NORf.IALLY OPEN SOLENOID CONNECTED TO HOOVER FLOWGUARD
FlLE PN#10123.DWG 07/08
FIBERGLASS ENCLOSED DUAL WITH JOCKEY LAKE SUCTION PRESSURE DEMAND HOOVER FLOWGUARD™
**EXISTING LAKE SIDE PUMP STATION PLANVIEW SCHEMATIC DETAIL
NTS
z 0
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~ ~ "' IRRIGATION DESIGN NOTE: ~
THE IRRIGATION DESIGN REREIN IS A GRAPHIC ILLUSTRATION OF A DESIGN ;;;. CONCEPT DEVELOPED BY COLLIER COUNTY PARKS AND RECREATION STAFF. Ul
HYDRANT TYPE/SIZE/RANGE/SPACING AS SELECTED BY CCP&R STAFF. j;1 BASE BID PUMP STATION SIZED BY OTHERS, NOT BY JCA&A NOR QGMA. c
§, 0 r-. -a
~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~...,r----,----,---------------------"""l'--~~~~~--"'T---------------------------------------....-------------------------------------------------------153-
11 East N l C ·t Park MUNICIPALITY: ;:,. GradyMinor o GractyMlnoranct3~g~o~::t~~·1 ~:; ap es ommun'i y 1-s-Ec..:;~=~=i•'--'s.:c:=~~~~:L.YG _ _.~
B I S · Fl Id 34134 • _.....02_4/'-s_o_s"/-'2"5-"E __ __,~ IRRIGATION CONSULTING • SITE OBSERVATION • SYSTEM on ta prmgs, or a - a.
AUDITING & l'fATER MANAGEMENT IRRIGATION DETAILS DA~ARCH 2015 5j sTATE oF TEXAs ucENsEo mRIGAToR L.1. 0005636 Civil Engineers • Land Surveyors • Planners • Landscape Architects 1-s-UB-"M'-'ITTc.=AL-=T:.:.YP=-E,----1wffi
I .A. CERTIFIED LANDSCAPE IBRIGATION AUDITOR 018448 Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 SOP z 2984 44th. STREET 511', NAPLES FLORIDA 34116 1----------------------------------------1-----------11---"'-------lg
L~===~TE~LE=P~~~m=:~(~2~39~)~3~5~3~-~s~n~•~:~F~il~:=(2~3~9~)~3~~~-~l~B~OO~:~E~-~~=L~:~J~W=D~C~~~·~o~L~c~====~-~-R-ev~i~s1~·o~n~-D;a;t;e~~;D;es;c;r~ip~t~io;n~-----------------~~~----~~ ~i~Sp~•:2~.W7.11« ww~~~nor.com ~rt~~:2~.690.~~ E~~~~Hrn~--ED~~~=~~woo~i9n~-~ Ml~m~~~~ S~~E-~F## ~ llll...L.~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~..L~~~~~~CD;N~V~ER~S~IO~N;.;,;FA~CT~D;R;..:,TO;;.,:;N~O~RT~H~A;M:E;R;IC;AN::..;V~ffi~Il;C;A:L~D;/iJ~U:M~19;8~8~(~NA;V~0~'~8~8)~1S~(~-~)-1~.2~8;3:,_~~~~J.:.FL:O;R;ID~A~P~.E:·~L;IC;E:N:SE;.;.;,ND:·-4;9~4~42:;_J..~~~~~~.;;,;;.J 0
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IRRIGATION CONTROLLER WATER BUDGETING FEATURE ADJUSTING TABLE
JANUARY FEBRUARY MARCH APRIL MAY JUNE JULY AUGUST SEPTEMBER OCTOBER NOVEMBER DECEMBER
57l< B4l< 947: 100ll: 96l< 91 l< 88:1 74ll 67ll:
THE SEASONAL ADJUSTMENTS SCHEDULING TABLE SHOWN ABOVE IS BASED ON HISTORICAL ETo RATES. IT ASSUMES THAT SYSTEM WILL HAVE ADEQUATE MAINTENANCE WITH NO ALTERATIONS TO THE ZONES DESIGNED BY JCA&A, ANO THAT PLANT MATERIAL SELECTION WILL BE AS SPECIFIED BY THE LANDSCAPE ARCHrTECT. SET WATER BUDGETING FEATURE AT 10Dl< FOR MAY ANO PROVIDE MONTHLY ADJUSTMENTS AS SHOWN OR AS REQUIRED DEPENDING ON ACTUAL WEATHER CONDITIONS.
IRRIGATION APPLICATION CONTROL PARAMETERS
e ESTIMATED EVAPOTRANSPIRATION RATE: 7.2" PER MONTH AT PEAJ< TIME OF THE YEAR (MAY).
e CROPS TO IRRIGATE: WARM SEASON TURF GRASS WITH HIGH WATER REQUIREMENTS (BERMUDA): WARM SEASON TURF GRASS WITH LOW WATER REQUIREMENTS (BAHci.); XERIC & OR'IW.MENTAL PLANTINGS.
• TARGETED SYSTEM UNIFORMITY LEVEL: 70%, BASED ON APPLICATION MODELING STUDIES PERFORMED.
• REQUIRED WEEKLY APPLICATION RATE AT PEAK TIME OF THE YEAR: BERMUDA TURF GRASS, 1.ea· PER WEEK.
O ACREAGE TO IRRIGATE & REQUIRED FLOW DEMAND: 1.5+ /- ACRES, 280+ /- GPM (FLOW DEMAND SIZED TO MEET PHASE II RESTRICTIONS). PUMP STATION SPECIFlED AS BASE BID HAS BEEN SIZED Bl' OTHERS.
• RECOMMENDED OPERATING SCHEDULE: 2 NIGHTS PER WEEK, 4+/- HOURS PER NIGHT.
• ESTIMATED SYSTEM APPLICATION RATES: 1-90 ROTORS AT BERMUDA n.JRf GRASS AREAS, .ea•+/- PER HOUR.
• RECOMMENDED APPLICATION RUN TIMES: 1-90 ROTORS AT BERMUDA TURF GRASS AREAS, 2 NIGHTS PER WEEK 60 MINUTES PER NIGHT;
• IRRIGATION DESIGN NOTE:
THE IRRIGATION DESIGN HEREIN IS A GRAPHIC ILLUSTRATION OF A DESIGN CONCEPT DEVELOPED BY COLLIER COUNTY PARKS AND RECREATION STAFF. HYDRANT TYPE/SIZE/RANGE/SPACING AS SELECTED BY CCP&R STAFF. HYDRANT TYPE/SIZE/RANGE/SPACING AS SELECTED BY CCP&R STAFF. BASE BID PUMP STATION SIZED BY OTHERS, NOT BY JCA&A NOR QGMA.
& MJD
GradyMinor MES
IRRIGATION LEGEND - BASE BID ELEMENTS
SYMBOL DESCRIPTION EST. QTY.
Existing Irrigation Water Source: Ex!stlng lak11!1kl11 draw c1mtrlfugol pumr,, shown for reference only. to be dlsconnac::ted and abandoned In o future phoee. Not In th a contract.
SCORPIO E>clstrng controller, connect propoel!d zones to It.
me NO SYMBOL Motorlol and labor nocoseory to pravldo aloctric eervlce for propoead pump station and
controller(s).
NO SYMBOL Material C1nd labor nacoS11ory to ciccomodoto adequate bc110 at flnal location where propo11od pump station locotione.
_T_
---HARDCO dip e·lle·Ke· flanged tee with blind flange at 1utura a· main connection outlet.
e• PVC 1120-1220 Cloe1 200 PVC Gaekettod Irrigation Main Line, with Hordco D.l.P. fittings. Pantone Purple 522C. Ja• Depth.
10• Close 200 PVC Solvent Weld Irrigation aloeve at all main (6) croasl'nga,
4" Claes 200 PVC Sclvonl Wold Irrigation Sleevea at control wires paved surface crossings.
1120-1220 Clau 20C PVC Pipe , Pantcne Purple 522C. Refer to Plan For Slz111a .
" Ralnbln:I 300 BPES Seriea J", Angle El&etric Solenold Valve wltl'I Fi lter Sentry. lnatolled wlthln a Jumbo valve box. Pravlde: Scotch1ock wire connectore: (1) Purple warning tog; (1) Yellow ld111ntiflcot1on tag.
6 1-90 Hunter 1-90-AOV-B:S, 1-90 Serles Part clrcle P~-Up rotor head with Hunter RalnBlrd 1-1 ;2• ADV-6J Pre-mcnufoclured awing joint. Include 1-1/2•:c1 adopter. Refer to plan for nozzle 111lze.
A 1-90 Hunter l-90-36V-63, 1-90 Serl"" Pop-Up rotor heed with Hunter Ro lnBlrd 1-1;2• T 36V-6J Pro-monufoclurod awing joint. Include l-1/2"x1" adaptor. Refer to plan for nozzle elze.
TEID To Se Determined by Bidding Contractor prior to eubmJttlng bid. Subject to Value Engineering Adjuatment•.
NA Not Appllcoble to thle contract. Shown for graphic clarity re"feronce.
[EcI1 ~3--controller Number - Volvo/Controller Station Designated Number
~~3.~ -··~~=Prapoaed Zone Control Valve Specified 512e. I! 90 Proposed Zone Eetlmoted Flow Demond.
l'R~O~To~·-~~=Propoaed Zone Hydrant'a Type L PR- • Propoecd Zeno Eatlmated Appllcotlon Rate.
IRRIGATION LEGEND - EXISTING
NA
lS
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2
1,080+/- LF.
TBD
TBD
TBD
6+/-
8+/-
9+/-
TBD
TBD
SYMBOL DESCRIPTION EST. QTY.
--~ lnigctlon system source: Onslte lokeslda pump st:ctlcn: Hoover HC2F-30J5PD-230/J-A.LM.R2 Pump station with (2) :SO HP C•ntrifugol Unit. with (1) 5 HP C.ntrifugal jockey unit. The pump station eholl: Be preaura demand octl;roted: Hove a protective flbergloa1 encloeun; Hove a Flow Management system that can be managed through a telephone/cellular line or and bo accoaalble through the Internet.
Q. Grady Minor and Associates. P.A. 3800 Via Del Rey
Bonita Springs, Florida 34134
IRRIGATION NOTES
IRRIGATION NOTES CONTENT
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GENERAL NOTES
The plans and drawings are diagrammatic of the work to be performed. The work sl'lall be executed ln a manner to ovoid conflicts with utilities and other elements of construction, including landscape materials. Any and all de;rlatlons shell be brought to the attention of the owner or owners. The contractor shall not willfully !nstoll ony ospect of the lrrigotlcn system as shown on tho plans and drawing:!! when it l:s obvious In the field that ob:!ltructlon:!I , grade differences, or diacreponcles exist that might not ha;re been known during the design of the Irrigation system. In the event that notification of the conflict Is not g!Yen to the representot!Ye, the contractor will assume ful l responslbility for all revisions.
Irrigation system shall be Installed Jn accordance with the plans, Irrigation Syctom Specifications and all contract documents. Contractcr shall comply with all prevailing local codes, ord!nonces and regulatlons.
Check and verify all site conditions. including service utility locat!one, prior to trenching or digging. Coordinate all irrigation system construction with existing ond/or new plantings to avoid confllct or Interference with locatlon of piping, !llee;rfng, cobles and service utilities.Tho irrigation contractor is responsible for coordinating instollotlon with all other construction on site, especlolly landscape installation. Irrigation system Is to be relocated at no additional cost for any conflict with landscape instaJlatron or any other silo construction or existing conditiona. Al l components that oro not contained within the epectfic oreoB shown on the drawings w111 not be accepted. Al l piping and other components ore to remain within the property of the OWNER.
Where existing or new trees, light standards, elgns, electronic controllers and/or ether objects ere an obstruction to on Irrigation sprlnkler's pattern, the component and piping shall be relocated as necessary to obtain proper coverage without damaging the obstruction. Land!lcope orchltect or representative to determine whether obstruction occurs or not.
Component spacings ore maximum. Do not exceed spacings shown or noted on the plans. Component spacings may be adjusted to accommodate change!! In terrain and planting layout aa long os the modified spacings do not exceed the spacings shown In the plans. Unless shown otherwise, lrrigatlon contractor shall provide 100X coverage .
All mat8f"icls and equipment shown shell be installed as detailed on the plans. If the drawings do not thoroughly describe the techniques to be used, the Installer shell follow the lnstollatlon methods/Instructions recommended by their manufacturer.
Irrigation contractor ehall adjust ell sprinklers, controller and other devices to obtain specified operating characteristics, Including covercge, operating pressure, flow rotes and operation time, as indicated on the drawtngs and on the Irrigation System Speclficotions. Adjust all sprinklers to o;rold overthrow of water onto bulldlngs, roadways, e1dewalke or extating notiVe vegetation.
Contractor to provide lnstollatlon shop drawings and manufacturer product information for all irrigation components. All lnstcllotlans shall be as recomended by manufacturers. The quantities sl'lown In the legends and symbol sheets shall not be used for bidding purposes. The contractor will be responsible for conducting a compreheneive take-off of materials to determine the actual quantities of material necessary to execute the work described on the plans and drawings.
All trenches shall be backfilled with clean. debris-free materials. Clean sand shall be used for bedd!ng material if porent eoil cannot be adequately rid of rock and other extraneoue debris. Pulling p!pe ehall be prohibited.
10. All solvent welding eholl be preceded by priming of the fittings and pipe as recomended by the manufacturer.
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Contractor to label/number all zone VOIVe COVellil with corresrondlng controller zone number and Isolation valve box covers with record drawing numbers. Provide tags to al valves as shown per detoile.
MAINLINE & PIPING
1. All irrigation moin(s) & submcin(s) shell be 1120-1220 close 200 PVC gosketted pipe with gasketted fittings. All pipes used downstream of each remote control! valve shall be class 200 PVC solvent weld pipe. Unless shown otherwise.
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The depth of all llnes shall be as !!pl!!cifled per plans and details. Measurements shell be from top of pipe(s) to finl11h grade. Contractor will be rosponelble for retrenching and relaying any pipe not meeting specified depth(a).
All main lines will be installed with a tracing tape labeled: •Non-potable Irrigation Main."
All piping stubouts for future zone e)(pcn:!llon:!I sho!I have the end capped, end be located uaing a s• valve bo)(,
C. SLEEVING
1. All roadway crossings on existing surfaces not scheduled for renowtron, whether shown or not shall be mode using SDR11 PE casings tnslolled using dlrectlonol baring technology. At crossings scheduled for construction or renovations, shall be mode using Claes 200 PVC piping or as spoclfled by tho project'a en~ineer. A second sleeve dedicated for controller wires shell occur adjacent to the maln/submain llne. Refer to pion sheets for tho size of the slee;res ot the crossings.
2. Irrigation contractor shall coordinate with genera l contractor for the location of elee\IEI crossings whether shown or not. At no time will wiring share the eamo uleeve with moin(s) or other piping. Wiring sleeves shall be dedicated only for wiring.
3. All sleeving shall extend: Ja• for moln/submaln; t 2• for laterals, beyond the edge of of the surface requiring sleevfng.
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All slee;res shall be two sizes larger than tho piping within, or os sized per pion .
ISOLATION VALVES
All isolation va!;res shall be brcss • Isolation ;rolves shall be eized oe identified by symbols on the drawings, or by matching the size of the pipes they occurr within. Va lves of 3/4• through 2-1/2" shall be threaded, valves .3• and larger shall be flanged.
All Isolation \IOlves installed along the mainline shall be !n:!ltolled with a valve bo>e. Refer to details and specifications for va lve bo)( sizes • Contractor shall provlde valve bmc extensions when necessary. Extensions may be made with block plastic corrugated pipe.
QUICK COUPLER VALVES
All quick coupler valves shall be brose. Quick coupler val;res shall occurr ot locations ahown on the plona, If applicable. Quick coupler vol;res a hall be fnstolll!!ld in 1 a· round valve boxes and oe detailed on the drawings.
The contractor shall furnish one (1) key and ewiwl assembly par (4) quick coupler va lves.
CONTROL SYSTEM
All controllor(s) (1!!10ch if applicable) wlll be Install~ in areas designated by tne lrriqotlcn Coneultont . In the event that no areas are designated, !:he irrlgotlon contractor shall determine and fleld locate all cantroller(s) and rain sensor(s) locotlon(s). Controller(s) shall be located in areas occeaible to maintenance personnel. Rain seneor(s) shall be installed In open areas as per monufocfurer recommendations. Genercl contractor to prO'Jide dedicated 120 V. power in conduit to all control ler locations and provide electrical contractor to connect 120 V. power from source to timer. All nardwore necessary muet be included aa part of connection service.
JI.JI controller(s) (each if applrcable) wlll be grounded using two eigl'lt foot (B') copper clad rode with #6 sclrd copper wire. Copper clomps will be used to attoch the wire to the rods. If another controller Is utlllzed, on earth ground of five (5) ohms or less shatl be obtained on the grounding equipment.
All controller(s) (each if opplicoble) will ho;re a Rain sensor and by-poss switch Installed to meet state and local codes. Rain sensors and by-poss switches also wlll be Installed In accordance to manufacturer's guidelines. Rain eensars to be manufactured by Hunter/Mini- Cilek II unless otherwtse specified.
It shal l be the reeponeibillty of the irrigation contractor to coordinate with other trodes on eite. Program or schedule the Irrigation sequence fer the irrigation system during construction and normal operation until final acceptance by the Irrigation Consu ltotnt. Controller&: valve operation shall be chronological. Schedule (1) multiple start time per: (3) mlnutes of Spray hood operation: (10) (5) Minutes of Spray head single row coverage operation: ( 10) Minutes of rotary gear drive head operation.
REMOTE CONTROi VAi YES
All control valYes shall be installed as close as possible to the malnllne(s) or submoin(s) piping as po11slble. Control valves shall be type and size as specified herein and indicated on the drawings.
Wire sizes for control valve connections to tne controller wlll be H14 gouge so11d wire. Red wire will be used for octl;rallon, white wire for common, blue wire for future expan,lon!ll, <1 nd green wire for spore. The contractor shall fumish sufficient wires to allow for: (1) spore and (1) future expansion, at vol;rea located farthest dlstance1 awat from the controller, and at all other designated locations. Contractor shall proV!de spare and future expansion wire spllces in a 6 round box YOIYe box ..
All electrical spllcee shall be mode using 3M-DSY and :SM-::5570 Scotchlock Seal Pack Connecton'j os detolled herein.
VAi VE &: SPI ICE BOXES
AH YOlve boxes shall meet specifications, be sized & Installed as shown end detailed herein. Top of valve boxes shall be flush and level with grade when instal led. Contractor to reinstall end rele;rel bmces if soil settling occurs.
Where possible and feosoble Install valve boxes within planting bedlines. No valve boxes shall be installed within: 3' of a sidewalk or other pedestrian used surface, 5' from any vehicular roadways. Do NOT install ot the bottom of swale(s) or any other low point.
pop-up SPRAYHEADS TURF GEAR DRIYE HEADS, TURF BUBBLER$ & TREE BllBBI ERS
All 111prinkler heads will be installed and connected to lateral llne1 as per deto!ls. The smallest pipe size allowed to connect sprlnkler sprinkler heads eholl be 1 • or as specified per pion.
All pop-up hydrcnts occurring in turf oreao ehall be 6" models. Rotor h&adlil aholl be those as specified herein. All sprinkler heads occurring within low plantings (24" or lower - overage mature l'leight) shall be 12• high pap-up sprinklers. All sprinkler heads occurring within p!antinge (24• or greater - average moturo height) shall be Installed on SCH 40 PVC risers and •ehrub• designated !!prlnkler adopters or 12" high pop-ups, unlees otherwise shown on the drawings.
