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1020 HERCULES S(4) <J 1d1 Z o jx 'A IN a, In is mmmmm% 3TAL. �EMPORARV INLET WIP —TREE BARRICADE PP IK re Nit AII!WCRKPIANS(F.CSI0F111AIK OSURF. AND COORDINAI WITHIN — —X 'M MOT Tct F (To 13c 1112Ns OUNTYROW15HALLBECOORDINATEO I BY CONTRACTOR REMOVE & nROPE RLY DISPOSE NEAR-1A MILb c2" ut)" SURFACE N157ALLIC DEBRIS/TRASH PROXCT LIMIT (Typ) (0.903ACN4,01q a J4 4 REMOVE & PROPERLY ]DISPOSE OF SILT FENCE ITYP DFARIII 6.9 FFFT WI OW SURFACF a J (rn Be RELOCATED COORDINATE R' OWNER) o4.9N hod -� xTo RE REMOVED) INSTALL TEMPORARY SOIL LOSS EMP mt LCONSTRUCCA 101R Y -W of 0 0 ft IN x a a ■!P BE VV CAUTION: BURIED WAT R& ERMAINS ALM G PROPOSED SOUTH '11.1mg ekmi• P'Ae & PROPERTY LINE (TO BE RELOCATED 0 FOR NEW LOCATION) ol il "'ft curo 61a Pueaf odst'v upilAl- "T BE REMOVED FOR NEV (100E REMOVED) cro RE REMOVED) DRIVE - SEE SITE PLAN) i (TO SERELOCATED) LEGEND lop ----GALTION: EXISTING RURIEO RAW WATER 0 FOR NEW LOCATION) ol il "'ft curo 61a Pueaf odst'v upilAl- "T BE REMOVED FOR NEV (100E REMOVED) cro RE REMOVED) DRIVE - SEE SITE PLAN) i (TO SERELOCATED) LEGEND ----GALTION: EXISTING RURIEO RAW WATER MAIN IN V , CINITY TO REMAIN RIGHT -OF -WAY 0 0 0 Wd M M EROSION CONTROL EXISTING EDGE OF PAVEMENT X,Pf EMSTING ELEVATION TREE BARRICADE CONCRETE (TO BE REMOVED) (TO BE RELOCATED COORDINATE V11 OhNER PALMETTO ST. )" LEGEND PROJECT LIMITS CENTERLINE RIGHT -OF -WAY 0 0 0 Wd M M EROSION CONTROL EXISTING EDGE OF PAVEMENT X,Pf EMSTING ELEVATION TREE BARRICADE CONCRETE (TO BE REMOVED) FXInNGTREE CANOPY (TO BE REMOVED) )" TREES 00 BE REMOVED) TREE INVENTORY 101I BURIED QESRU$ AS LOCATED BY PROJECT GEOTECHNICAL INVESTIGATION I 2 _j V Cardho THE 380 Park Flaw Blvd, Soto 300. Owmawr. Florida 33750 727.531.3605 TH OM AS F. SURKE. PE DATE n ro,Z f Auft d4alm N, 3541 LIC• NO.: 58566 9— T cllm� V 10-1� 0. Dp Tra BLZ ST106543 RECORD DRAWINGS CITY OF CLEARWATER, FLORIDA DEMOLITION PLAN N/A 0008317200 RIDA CALL I %FTM vrnrrn+ or acsrr. Pr N501ME STATE W ENGINEERING DEPARTMENT CNE C LL w'z SEE SHEE 010 100 S, Myrtle Ave. wo NO Clearwater, Y mp�— , Q5vIQ1nN SECTION 12, TOWNSHIP 29 SOUTH, RANGE 15 EAST PINELLAS COUNTY, FLORIDA Ix1 I I I c� I � I I I I I 1 wE CgtNEP wM I/< I fWNO NxELIwS COUNtt ExCH X[vxC KVMIUExf GRAPHIC SCALE t i..h - zo a. SEE SHEET 2 FOR NOTES AND LEGEND I e2] oszai /I \I � � �I I`\ \ 4u 3 /,..._... ., ?- __.... \ {,�........<_\ -�a \ \ \�G, // \� /// �� \ ....�� /...!� -'�\ \ I�, / lixis °, sl R e7 ... .. _ . __ / \ I,• / 'X�1f mot\ � /�_ o I o'er\ I I I ! I I /il 05 s o� I I / I }-\I W \ O.W. sw III `r 9g \ - \ I / e / J .:. \ \ e l rI1 G- o \ I ezz- .�,$ I\ ) I \ V\ zN . I/ III c z �\ V o4", / / \V // /II o 1 L o li LL }r � - <+�.•�<, «w - � � - - - � I III i r = i � n 1 T G [ ) _ fw�`. �IrK L III o '] f U � OR V ... E I C I li i I � I y av4 n �dK> •` «�«> � e I I e I I a. W Y W Lr 0) < U ¢a j aFw IL a U ¢m LL <_ W W w U o �a o s� z° m ¥° o ;o O U < a cz m a z Z5 z a v ; ° � U � ao o i w � a � S A,Y - U�°cW+9 u U�V�o�o zn o. Dz 'T:tz o 1 \ < La. 0 a � I 1 I 1 I � I `__ <weai vwe _______- r_______ ___________ti._8 palmetto street ^ = -------------------------------- 9 w r<M \..\ _ f a efir r 1 v4 i V (nl I w ......_.... . ____ _____ E,y7 • �t ,,• ±_�'�/ -let L y sue; o�y,; I W�41 u v I� pl Ise i g Z4 w '/�`�lV 3s :g I I 2& o SHEET 1 OF 2 'M V z W x r� U) Q z 1� E-I 0 U z �n 0 a^ W � J � on O [1] W < Y � < J H O ,n < W � CY � Oa W J 0 Om W Op Y p < I �Ln ,n oco H M U to Z X o< I U S d N <a OI In aIn o co I� }n �cc) a " z Z o_ m° m J t 14�- V_ '194 \—STABILIZED GRASS FOR Er 81 16 2 COMPRESSOR AND WELL od 1 PPM LI 4 LI SERVICE DRIVE AREA 4 - - ------- - X \V PALMETTO ST. k o", Dav'r'i" t _Ak - ------ ---- x ------ x x x x x x ----- -- x z x­_­_-_______ X Zzz� x j X_-NN 6T + PFFHWI `10 HT VISIBILITY TRIANGLE- FROM VEHICULAR OR PEDE RIAN ## 7� M. 1i -- - _GE`N*rFT%.TWATEP,—. URE NO Al STRUCT X INCH TRAFFIC BY A MINIMUM S! EINSTALLED, J, (J\) W4,jIDSCAPING 1viAY B J HIGH CURBING AND WHEEL STOPS C7 ;-iER THAN N ON-OPAQUE FENCE c s D r c-j t NOTI EXCEEDING 36" IN HEIGHT r Ii S, N MECHANICAL EQUIPMENT X, SHALL BE SCREENED FROM 1 ANY PUBLIC RIGHT OF WAY AND ADJACENT PROPERTIES RECORD DRAWINGS CALL INvEs-nGATE CF CITY n-F rT.FA_RWATFP FLORIDA A BEFOREYOU SURVEYED BY DRAWN BY EXCAVATE 811 REVIEWED By ENGINEERING DEPARTMENT SUNSHINE STATE ONE CALL x 100 S. Myrtle Ave. callsunshine.com PROJECT ENGINEER DATE OR TOLL FREE APPROVED BY Clearwater, Fl 33756 1-800-432-4770 MIN. 48 HOURS BEFORE CITY ENGINEER MICHAEL D. QUILLEN, P.E. # 33721 DATE REVISION BY YOU EXCAVATE PLANT MATERIAL LIST 1 20' 1 12 5'*rME30L allANTIT"r BOTANIGAL NAME OOMMON NAME 5PEO I F I OATI ON5 TF,EE5 QV 5 QUERCUS VIRGINIANA LIVE OAK MIN 10' HT X 48" SPD, 2.5" CALIPER; 25 GALLON SID 9 SABAL PALMETTO CABBAGE PALM 14' — 18' CLEAR TRUNK HT. LI 20 LAGERSTROEMIA INDICA CRAPE MYRTLE MIN 10' HT X 5' SPD, MULTI—STEM, 2" CALIPER; 15 GALLON LL 1 PINUS PALUSTRIS LONGLEAF PINE MIN 10' HT, 2.5" CALIPER; FLORIDA GRADE 1 5HRUB5 PA 28 PENNISETUM ALOPECUROIDES CHINESE FOUNTAIN GRASS MIN. 3 GAL; 36" HT.; 3' OC PM 171 PODOCARPUS MACROPHYLLUS YEW PODOCARPUS MIN. 3 GAL; 36" HT (5R0UNDr_,0\/F_R DT 726 DIANELLA TASMANICA "VARIEGATA" VARIEGATED FLAX LILLY MIN. 1 GAL; 12" HT.; 18" OC TJ 31 TRACHELOSPERNIJ*A JASMINOIDES CONFEDERATE JASMINE MIN. 1 GAL; 3' HT.; 24" OC SOD *15,617 SF PASPALUM NOTATUM "ARGENTINE"/ ARGENTINE BAHIA NO GAPS, STAGGERED JOINTS * REPRESENTS PROPOSED SOD AREAS; CONTRACTOR TO RE—SOD ANY DISTURBED AREAS OUTSIDE OF PROJECT LIMITS. FILE: J:\00083\00083172.00\ACAD\dwg\00083172—ED.dwg LAST SAVED: Tue, 05/03/11-2:28p PLOTTED: Wed, 05/04/11-9:47a BY: JDP LANDSCAPE PLAN �l q PLANT MATERIAL GRAPHIC SYMBOLS (D CRAPE MYRTLE LONGLEAF PINE LIVE OAK 14' SABAL PALM CLEAR TRUNK HEIGHT C(M SHRUBS caircincp TBE qAO DnrL- Place Blvd., Z"ifn 300, Clearwater, Florida 33759 www.cardnotbe.com - 727.531.3505 ANDREW D. HILL, RLA DATE Certificate of Authorization No. 3843 1 LIC. NO.: LA 6667073 DRAWN BY DESIGNED BY Y CHECKED B CONTRACT NO. JDP/MCG TFB/MCG BLZ ST106548 SCALE SURVEYED BY BOOK NO. JOB NO. VERT. N/A 0008317200 DATE DRAWN DWG NAME SHEET NO. HORIZ. SEE SHEET MAY 2011 L-1 APPROVED FOR CONSTRUCTION CITY ENGINEER MICHAEL D. QUILLEN, P.E. # 33721 DATE NOTE: CONTRACTOR SHALL MAINTAIN TREE BARRICADES IN ORDER TO PROTECT TREES AND ASSOCIATED ROOT SYSTEMS DURING CONSTRUCTION OF THE PERIMETER I LEGEND SWALE SYSTEM. AS NECESSARY, SWALE SHOULD BE HAND GRADED AND/OR MEANDERED AROUND EXISTING TREES NE CORNER NW 1/4 PROJECT LIMITS AND CRITICAL ROOT AREAS TO AVOID DAMAGE. LIMBS AND SECTION 12-29-15 FOUND PINELLAS COUNTY ROOTS THAT REQUIRE PRUNING SHALL BE IN ACCORDANCE ENGINEERING DEPARTMENT CENTER LINE WITH NOTES SPECIFIED WITHIN THE LANDSCAPE PLANS DISC IN PAVEMENT RIGHT-OF-WAY AND NOTES. CARE SHALL BE TAKEN DURING TRENCHING OF SILT FENCE NEAR TREES TO REMAIN, ARBORIST CA E-1 ED E. EROSION CONTROL TO BE PRESENT ON SITE DURING CONSTRUCTION OF THE PERIMETER SWALE ADJACENT TO TREES TO REMAIN. EXISTING EDGE OF PAVEMENT A blo" EXISTING ELEVATION x 1 TREE BARRICADE 20' fill a" 21'' CRITICAL ROOT ZONE 26" Mx 2'2 1 EXISTING THE CANOPY FCM 4" X 4" j NO ID Na. o FCIR 2 An' 1/ LB.021 iil�k jo, -K 0. 7'N. W, 0.29'E. #6 0 S 89d 1R Z& E 1.6f X TREES (TO BE REMOVED) __71 81 TREE INVENTORY ID# CY) cyi 4o- w - _4 CRITICAL ROOT PINES PALMS `g HARDWOODS DRIP LINE 0 SPECIFICATIONS WOOD BARRIER DRIP LINE 1b Z a 01 ul 1. MINIMUM RADIUS TO BE PROTECTED: A. HARDWOODS — 2/3 DRIPLINE B. CONIFERS & SABAL PALMS ENTIRE DRIPLINE. 0 N 2. UPRIGHTS NO LESS THAN 2" X 2" LUMBER. Uj 3. HORIZONTALS — NO LESS THAN 1" X 4" LUMBER. 4. BARRIERS SHALL BE ERECTED AROUND TREES CRITICAL ROOT > Ix I ZONE (TYP) 3: BEFORE CONSTRUCTION. 'y Le 5. UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN CD 1 LENGTH WITH A MINIMUM OF 1 FOOT ANCHORED IN Q, GROUND AND 3 FEET ABOVE GROUND. 0 0 El 0 LU 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, El 0 CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA. 141 FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND RESOURCE SPECIALIST AT 562-4741. k"Z, 7 ZIP-- iK Uj 3' 2/3 OF D IP LINE ab-'�;e qmund Q az�-�ernnlv -d ENTIRE DRIP LINE LESS OTH WISE NOTE5 > asphalt Z 7' 12r.,k driveway UPRIGHT 0 UPRIGHT U) Ip W CO HORIZONTAL HORIZONTAL a. Z Z (9 0 ZI < i? e, r J g 'j v� GRAWMALK 1b P I o > T TREE BARRICADE DETAIL _(0 eMC FIR 1� NO ID No. aC Cn + W, �_ _ 7 '�;4i I I 9d29'0" V� l I city of Clearwater benchmark -09 V52. no 11 elevation 68,8119* tbm square cu t in north side of concrete for air release manhole Al 4 elevation 69�41' SP* ROOT PRUNING NOTE: 6J M p. 146 WHEN THE CRITICAL ROOT ZONE WILL BE DISTURBED, AFFECTED ROOTS ER NW 1/4 0 SE CORN PALMETTO ST. MUST BE SEVERED BY CLEAN PRUNING CUTS AT THE POINT WHERE SECTION 12-29-15 ('-c CONSTRUCTION IMPACTS THE ROOTS. ROOTS CAN BE PRUNED BY L101 UTILIZING TRENCHING EQUIPMENT DESIGNED FOR THIS PURPOSE OR BY HAND DIGGING A TRENCH AND PRUNING ROOTS WITH A PRUNING SAW, RECEIVED CHAIN SAW OR OTHER EQUIPMENT DESIGNED FOR TREE PRUNING. ROOTS --- --- -- cdc" nncl LOCATED WITHIN A CRITICAL ROOT ZONE THAT WILL BE IMPACTED BY CONSTRUCTION MUST BE PRUNED TO A DEPTH OF 18 INCHES BELOW THE MAY 0 4 2011 > EXISTING GRADE OR TO THE DEPTH OF DISTURBANCE IF LESS THAN 18 'tp: INCHES FROM THE EXISTING GRADE. WHEN UNDERGROUND UTILITY LINES 'Zp. % not DEVELOPMENT & x ------ ARE TO BE INSTALLED WITHIN THE CRITICAL ROOT ZONE, THE ROOT NEIGH130RHOOD SERVICES PRUNING REQUIREMENTS MAY BE WAIVED IF THE LINES ARE INSTALLED VIA CITY OF CLEARWATE'R ­F1 TUNNELING OR DIRECTIONAL BORING AS OPPOSED TO OPEN TRENCHING. i 'g� ' ., J_ - T A L - - - ---- - ----- e, �4 Ntl D S C'j'0 L 6667073 UJI 2k STATE e* OF TBEFLOR ►Q 380 Park Place Blvd., Suite 300, Clearwater, Florida 33759 ANDREW D. HILL, RLA DATE www.cardnotbe.com - 727.531.3505 Certificate of Authorization No. 3843 LIC. NO.: LA 6667073 DRAWN BY DESIGNED By CHECKED By CONTRACT NO. RECORD DRAWINGS CALL WvEsTiCATE JDP/MCG TFB/MCG BLZ jolloo CF CITY CITY OF CLEARWATER, FLORIDA BEFORE YOU ST106548 SURVEYED BY DRAWN BY $ LAII EXCAVATE SCALE SURVEYED BY BOOK NO. JOB NO. 811 TREE PRESERVATION PLAN VERT. N/A 0008317200 REVIEWED BY ENGINEERING DEPARTMENT SUNSHINE STATE DATE DRAWN DWG NAME SHEET NO. ONE CALL HORIZ. SEE SHEET MAY 2011 L-4 PROJECT ENGINEER DATE . OQo!!� 100 S. Myrtle Ave. collsunshine.com OR TOLL FREE APPROVED FOR APPROVED BY 1-800-432-4770 CONSTRUCTION Clearwater, FI 33756 MIN. 48 HOURS BEFORE CITY ENGINEER MICHAEL D. QUILLEN, P.E. # 33721 DATE REVISION BY DATE YOU EXCAVATE CITY ENGINEER MICHAEL D. QUILLEN, P.E. # 33721 DATE FILE: J:\00083\00083172.00\ACAD\dwg\00083172—TPP.dwg LAST SAVED: Tue, 05/03/11-2:53p PLOTTED: Wed, 05/04/11-9:47a BY: JDP I, REFERENCE NOTES SCHEDULE OTE: THERE ARE EXISTING TREES TO BE PROTE TED I 5YM130L DE5CRIPTION IN THIS AREA. CONTRACTOR IS REQUIRED O HAND TRENCH IRRIGATION LINES WITHIN RQOT ( , 0 PROP05ED IRRIGATION METER- COORDINATE LOCATION WITH ZONES (DRIP LINE) OF EXISTING TREES. TR�ES I , OWNER THAT DIE AFTER TRENCHING WITH IRRIGATION INSTALLATION EQUIPMENT WILL BE REPLA ED I I ❑2 PROPOSED IRRIGATION CONTROLLER AND RAIN 5WITCH - AT NO ADDITIONAL COST TO THE OWNER. I I COORDINATE LOCATION WITH OWNER I BUBBLER FOR NEW TREE5 (CYP) REFER TO LAND5CAPE PLAN 150LATION GATE VALVE - LINE 51ZE 27 °' � VALVE LOCATION5 ARE DIAGRAMATIC, INSTALL VALYT5 IN "LOW I , A � � TRAFFIC" AREAS-WI-TH- MIN. CLEARANCE OF 12 "�BETWEEN°'fHE �"� � � 4 �'� � X16' ������ x � � � (� � I 1 I I VALVE BOX AND ANY FENCE,,WALL, 51DEWALK, PAVEMENT /OR 5di INE "'°. �° I t 6 °° ,� I I \ ,I I I ~, t x I I I I I I arrows indicate direction of travel A21"\ I I d i i ,' e' I I I �— NOT actual pavement markings _8 t?vc x x irr- k fence Ja 3/4�3 �34 1r T nY4 3/4 :, c I I I I I I I x- T I I i i I 1 I S0 » „ .... w a „ » » I I ( I eiec�- ,�. ®® �. lit ..i so I I I I I I I I �water� ~ :��" 3/4" 9d-T .7 � el elec eC'-L 1Y4" �j�2sf 1„ 4„ _� �Aef /�1 ti O ii�i ! —elec, 0 waterer �, .0 wa a :@ ' el 0 lec 5 G r .6 L `�' I f I I I I -I — —1- ti8p� 5 5 5 I T— I ke » 3/4» Lwater� I � I I I I r / 3 �, 3/4" 1" M BF 1 1„ 4 3/4" I l ------------- - - - - -- \ ---------- \--- - - - - -- 5 $ 5 I I I 4 — -- - - - - -- 5 1 \�\ /_3 25.8 /_74 N7.9 6 27.2 II I I 5 12. 1Y211 sa4 I I j j I s� f = =_,_ =- __ = === $ " L--------------- - - - - -- \ _ _ I `r' r, I n < N 8' chain link fence's x x x x� —x x x x x x x z-�e" vc z x x x x x 5 i „ [��r a� i( I st3 I I F —walerfwaAer I I I — — — — — — — — — — — — — _T st1 ITco a X11 I �—S� l NOTE: I +� CONTRACTOR SHALL INSTALL THE IRRIGATION AFTER THE FENCING HAS BEEN INSTALLED OR COORDINATE WITH THE I III FENCE CONTRACTOR IN THE FIELD. DAMAGE TO IRRIGATION DUE TO INSTALLATION OF FENCING WILL BE REPLACED BY THE IRRIGATION CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. x to �I I I , I I I, xi i I I I I RECORD DRAWINGS ,•••- YOU SURVEYED BY DRAWN BY �,o''S - °� CITY OF CLEARWATER, FLORIDA � cggALt_ WVMGATE ENGINEERING DEPARTMENT SUNSHINE STATE REVIEWED BY PROJECT ENGINEER DATE Q�� ONE CALL 100 S. Myrtle Ave. caOR '" APPROVED BY 'q <c;,n Clearwater, FI 33756 ,1- 0 -432 - pTY ENGINEER MICHAEL D. QUILLEN, P.E. 33721 DATE REVISION BY DATE W_i�yl /rl YOU EXCAVATE FILE: J:\00083\00083172.00\ACAD\dwg\00083172—IRR.dwg LAST SAVED: Tue, 05/03/11-2:54p PLOTTED: Wed, 05/04/11-10:26a BY: JDP 20' i "." W jr, I M ft i -0a &01 A i i IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODf-UDE5CRIPTION QTY ®e e Q Rain Bird 18OG 8 5erie5 MPR I Q T H F G" pop -up. O O e • Rain Bird 18OG 10 5erie5 MPR 3 Q T H F G" pop -up. 7 17' (g e e 0 e Q Rain Bird 18OG 12 5erie5 MPR 29 Q T H TT TQ F G" pop -up. Q (5 e e 0 * Rain Bird 18OG 15 5erie5 MPR 2G Q T H TT TQ F G" pop -up. n a o o O o Rain Bird 18OG ADJ 22 4 6 8 10 12 15 17 G" pop -up. 3 33' m ® ® M ® Rain Bird 181 2 15 5trip 5erie5 13 EST LCS RCS CST SST 12" popup. G 3G' [j p 7M p Rain Bird 1812 10 5erie5 MPR 18 Q T H F 12" popup. 4 39' ® 0 8 ® ® ❑ Rain Bird 181 2 12 5erie5 MPR 24 Q T H TT TQ F 12" popup. QTY []I 0 11 IMP 0 Rain Bird 181 2 15 5erie5 MPR I Q T H TT TQ F 12" popup. ® 0 ® p F2] [9 0 Rain Bird 1812 ADJ 3 4 6 8 10 12 15 17 12" popup. 1402 1408 0 0 A ■ Rain Bird 1800 -1400 Flood 21 1401 1404 Flood Bubbler on fixed riser 5YMB0L M MANUFACTURER/MODE/DE5CRIPTION Q QTY RADIU5 Hunter PGP ULTRA -OG -5R G G 24' Turf Rotor, G" popup, adju5table to full circle, with Short radius nozzle Hunter PGP ULTRA -OG -5R 7 7 17' Turf Rotor, G" popup, adju5table to full circle, with short radius nozzle Hunter PGP ULTRA -OG -5R 1 19 24' Turf Rotor, G" popup, adju5table to full circle, with Short radius nozzle Hunter PGP ULTRA -OG 3 3 33' Turf Rotor, G" pop -up, adju5table to full circle. Hunter PGP ULTRA -OG G G 3G' Turf Rotor, G" pop -up, adJu5table to full circle. 4�0 H Hunter PGP ULTRA -OG 4 4 39' Turf Rotor, G" pop -up, adju5table to full circle. 5YMBOL M MAN UFACTURMMODEUDE5CRIPTION Q QTY ® I Irritrol 2148 Remote Control Valve, 1 13 install with PVC Ball Valve FBTJ W Watts 007 1 -102" 1 1 max. flow rate 15 7.5 ft/5. © R Rain Bird E5PLXM I I Rain Bird E5P -LX Modular 5erie5. Modular controller up to 32 5tation5 maximum with E5PLXM5M4- 4 station and E5PLXM5M8- 8 Station modules. Install the proper number Of modules to accomodate the number of Stations in the scope of work. ® R Rain Bird R5D -CEx I I Rain 5en5or, conduit mount ® W Water Meter 1" 1 1 28 GPM at GO P51 Reci' d Irrigation Lateral Line: PVC Schedule 40 3 3,583 I.f. Irrigation Mainline: PVC Schedule 40 4 421 I.f. Pipe Sleeve: PVC Schedule 40 1 193 I.f. F Typical pipe sleeve for irrigation pipe. Pipe Sleeve Size shall 6 63 easily 51ide through 5leeving material. Extend sleeves 18 inches beyond edges of paving or construction. E F Valve Callout Valve Number # Valve GPM Valve Size r�� TBE 380 Park Place Blvd., Suite 300, Clearwater, Florida 33759 www.cardnotbe.com - 727.531.3505 Certificate of Authorization No. 3843 DRAWN BY JDP/MCG DESIGNED BYTFB SCALE SURVEYED BY VERT. N/A DATE DRAWN HORIZ SEE SHEET MAY 2011 APPROVED FOR CONSTRUCTION 'Ibl CITY ENGINEER MICHAEL D. QUILLEN, P.E. ji 33721 DATE