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Home My WebLink AboutVII(E) Wellington Place Subdivision Final Subdivision Plan Agenda 6-18-2002 "CENTER OF GOOD LIVING-PRIDE OF WEST ORANGE"' MAYOR OMMISs ONER S.SCOTT VANDERGRIFT AOcoee COMMISSIONERS O� " CITY OF OCOEE DANNYHOWELL '� O SCOTT ANDERSON ` 150 N.LAKESHORE DRIVE RUSTY JOHNSON _ a.I OcoEE,FLORIDA 34761-2258 v -' _ •O. . (407)905-3100 NANCY J.PARKER u'i CITY MANAGER �� JIM GLEASON tire, . u,`��s 4 OF GOOD . STAFF REPORT r DATE: June 12, 2002 TO: The Honorable Mayor and City Commissioners FROM: Robert Lewis, AICP, Principal Planner Vply THROUGH: Russ Wagner, AICP, Director of Planning SUBJECT: Wellington Place Subdivision Final Subdivision Plan Project# LS-2000-015 ISSUE: Should the Mayor and City Commissioners approve the Final Subdivision Plan for Wellington Place? BACKGROUND: The Wellington Place subdivision will include a total of 38 single family residential lots, located at the southeast corner of the intersection of AD Mims Road and Johio Shores Road. The subject property is currently undeveloped and is covered with a large number of trees, consisting of mostly oak trees of all sizes. The southern edge of the subject property abuts an existing single family residential subdivision and there are large lot single family homes to the east and west. The property surrounding the proposed subdivision has Orange County R-CE zoning (west — single family homes), Orange County A-1 zoning (north and east — church and single family homes), and City R-1-A zoning (south — single family homes). The Preliminary Subdivision Plan for Wellington Place was approved last November. DISCUSSION: As shown in the Final Subdivision Plan, the Wellington Place subdivision will have two points of access, one from AD Mims Road and a future connection to the east, anticipating that someday that property would be redeveloped as another single family subdivision. As with other subdivisions, there will be a 6 foot brick wall with appropriate landscaping along the northern and western boundaries of the subdivision adjacent to AD Mims Road and Johio Shores Road. The property has R-1-AA zoning, dictating a minimum lot width of 75 feet (minimum 9,000 sf). Additional right-of-way for AD Mims Road will be dedicated to the City, in order to accommodate potential future widening for that road. PowI . Protect Docee's Water Resources 6, June 12, 2002 Honorable Mayor and City Commissioners Page 2 The Final Subdivision Plan for Wellington Place was reviewed by the Development Review Committee (DRC) on June 3, 2002. There was discussion during the DRC meeting to clarify a few minor issues from the Engineering Department, which were identified in a memo from that department (copy attached). The Applicant agreed to make the necessary changes on the plans to satisfy those concerns. The Committee voted unanimously to recommend approval of the Final Subdivision Plan, subject to making the _necessary minor revisions prior to the City Commission meeting. PLANNING & ZONING COMMISSION RECOMMENDATION: On June 11, 2002, the Planning and Zoning Commission considered the proposed Final Subdivision Plan for Wellington Place. The Staff and the Developer provided a brief presentation describing the project and answered a few questions about the minor outstanding issues and about tree protection. When the discussion was finished, the Planning and Zoning Commission voted unanimously to recommend approval of the proposed Final Subdivision Plan in accordance with the Staff recommendation. STAFF RECOMMENDATION: The plans have been revised since the DRC meeting and the revised plans have been included in the City Commission packages. The Engineering Department has reviewed the revised plans and confirmed that all of the outstanding issues have been satisfactorily addressed. Based on the recommendations of the Planning and Zoning Commission and DRC, Staff respectfully recommends that the Mayor and City Commissioners approve the Final Subdivision Plan for Wellington Place, as date stamped received by the City on June 12, 2002. Attachments: Wellington Place Final Subdivision Plan,date stamped June 12,2002 O:\CALEXANDER\ALL_DATA\CAPDFILE\Staff Reports\SR2002\SR02037 CC.doc Minimum Lot Area 9,000 sf Minimum Lot Wdth 75 ft Minimum. Yard Setback. Fron t: 25 ft. Side. Z 5 ft. Side Corner: 25 ft. Rear: 30 ft. Irregular Lots Front Yard Setback Distance�. is Indicated at the Minimum Required Lot Width Phasing One Phase Schools Elementary Spring Lake Middle — Ocoee Middle High — West Orange Sewer Flow = 11,400 gal. per day Water Flow 1J, JOO gal. per day (Fire flow per Sub. Regs.) Stormwoter Provide RetentionlDetention System on —site per Sub. Regs. 100 Year Flood FEMA Indicates Lot Pods are not on Flood Hazard area Existing Vegetation: Oak & Pine Trees " Tract "A" Owned and Maintained by Home Owners Association, Dry Retention Slopes per Code Tract "B" Owned and Maintained by Home Owners Association, Park Tract "C" Owned and Maintained by the City of Ocoee, Lift Station Tract "D" 20' Additional Right —of —Way to be Dedicated to the City of Ocoee Tract Owned and Maintained by Home Owners Association, 'Open Space Tract "F" Owned and Maintained by Home Owners Association, Wall & Landscape Area Tract "G" Owned and Maintained by Home Owners Association, Wall & Landscape Area DEVELOPER: THE GREENGATE GROUP (407) 849-1670 C/O 71 E. CHURCH STREET ORLANDO, FL. 32801 OWNER: MARY B. EDDY TRUST (407) 849'1670 11845 EDDY DRIVE WINTER GARDEN, FL. 34787 GEORGE J. & CYNTHIA L. EDDY (407) 849-1670 11919 EDDY DRIVE WINTER GARDEN, FL. 34787 MARY ANN BEKEMEYER (407) 849-1670 4129 TREADWAY ROAD NEW SMYRNA BEACH, FL. 32168 ENGINEER: JUNE ENGINEERING CONSULTANTS (407) 839-6000 71 E. CHURCH ST. ORLANDO, FL. 32801 SURVEYOR: CEMS CONSULTANTS, INC. (407) 877-7979 120 E. MAPLE STREET WINTER GARDEN, FL. 34787 GEOTECHNICAL YOVAISH ENGINEERING SCIENCES, INC. (407) 774-9383 ENGINEER: SUNSHINE LANE ALTAMONTE SPRINGS, FL. 32714 o UTIU71ES Water City Of Ocoee Sewer City Of Ocoee Telephone Sprint Electric Florida Power Corporation, , ... ,: . . . , f . - 1 W dth as Noted on Site Pan .. 7�1��: ..:... .. • •.• Ll ht r m troke Frnr h 9 B oo S s .I . I I - v:. 11 Finish r G ode l 4:R• RW . I 24 �, , - . 'GN �...�. _- 1,_ . E R _ .. A N L OTE. . .. �..-., ,...„ .. ,,, __ _. _ - - -: • • • • A • I d' I , • :I d /- 4 p 1 2 1 2 1 ,7 1,�' A L P1 LCO5 TI N TRUC IN IN , 0 CLUD T G BU N T M{ T _ 0 LI TED O CL A IN E R G ,. . _ , ,. _ _ 0 M x. ,� 5 art a Ap r II BB NG X AV T , . - GRU 1 E C A L N 0 MANMN E B K T A E GR LNG A N , D GR I _.. SS G _, .: . _ , - ; -,. -.:. _ .. I I P a ement II T F S ORM IP T . S RM E 0 S TRU _ _. CTi1RES UN R IN AVI DE DRA N ', P G _ . ' � �� IW .,I� WALK S£CI10N DUMMY GROOVE IN CUB i W R G SD A E LK WA S TER MAIN WA S R VI TE SER CES .SEWS _ R ... .: __ ... - I I . I;- I II ..I II�� I � I � . . I I 11 . � I . I I I Ce fe ne I .1 1I .1 A °A d MAINS N D SERVI AN A CES D M IA TER TIN' H L TES GSA NF M LL GO T _ . OR O _. _, � I. _.I �1I I . -1 ., I I II �I 10' 25' 1 hl-of-Wo 25' R ht-of-Wo r0' R 1 afch � M ° a I \\ F` C TY 0 6 AN COE T .TH E D 0 F I A` P T E LOR A M T F D QE R N E 0 _ __ �,I � .I � -:I.I .I .1 ,II I I III r alk S dew & ,. 2 4 r , _ tr Max 2 "�I of 2 t 1 ox t2 w / Side k & a :. f t. Ex s o, 4- BOSB X\ TRAN P TA _ S R T N TAN A 0 0 S AN D RQS D SP CIFI ATI N F E C O 5 OR' A RO N , : AD Q ,_ . , ., ', ..:I I. I �I.�� .�.I . I I I I . 1. I I, I .11I. I I r Ut lrf I . I r Ea en sea t I, II . .. .. - �I .I ,� . 1, Y 8 P/o odes Se rt .I ). Y rl ! o es SrSee Pan t lhtdt T 3 e s I ,I ,I Ut drt Y Easement t tr 4 3 si a � 000 C n ete P_ 1 2 a a • co d ° n a ° ..': ... .:. _'. :',': '- :_. R _. B DGE CON TR TI S UC N M T 0 OS RECENT IT1 .N ED 0 S - , , _. ... _: t . _.,..: ,, _ I1 I II �I �� I. I I 'I II t o ,1/144 ,ff -. r A att c Cana .� �� t 4 R .. 1 4 R R. d _. .. _ 1. 1II ��II I ' III 'II I _I .I I I -_I I I� 1 I, __I I I m �I o 2. A LL D STURBED AREAS E S SHALL.BE SEEDED_ AND MU CH P L ED U ON _ _ .. .II .I II, � I.I .�., II II. :1 � -I 7II . -. I � . I I I . I I 1 2 .. ♦ 11 I I � 1, o d d • _ d :I�I.� 1 2 Stablrzed Sub rode p 1 2 COM TI N LE 0 F N 0 0 TI N C STRUC 0 A LL' SLOPES S P R A TEE E TH N 4.1 -_ I .� I 11 coast 4 Wide ' I. I1I I .� d _ a d I . SHALL _ . BE SODDED. 1 I .'I II ,I� I.1. II .I II � ,. " �.��1II c Sr w� k '.:Con de r7i e T 6" Stab z oP p - 20 0 O.C. Max. or 1 2 / - Ex ansron Joints 40 0 O.C. Mdx. P I ' - III I' " ' c I - T Both Sldes � I (1t� • } � Miami ovrb I� 4 I si V Mrn. to 50 FB p f 7 e th o Wa k L rig I Pr yr r w l l i ode of Eve Side ak ntersect on 1 �I 3• 1 . I � 1 ALL PR P I 0 O5ED GRADES SHOWN ARE FINISHED GRADES. 1 1I. II1 III, 1..1 ..1�I I I,l : � � 1 I1I�� 1II %I .'I. I �. . I r e fi o8 Cemenf Bose Cou se Com t d S a 42 Strb ode Cam -acted to 95X Mox III I P. 9r P ra sex Max ors; AASHro r-1B0 _ r r r I oensrt AASH o r lso 6 r l 1 y l ). � II III II *..I .II � I CONSTRUCTION JOINT 10 CONSTRUCTION JOINT I I�I Com cte b r a d Su ode P 9 '. 4. ' TH F E LO IN F A WL ES O LL CURBS ;SNA RA T LL BEG DED 0 OBTAIN A ,,. ,; _ _ `. ,' I I I II III 1 A 1 A altic Prime Coot lied at 0.1 0. s/ Y Stobdrzed to 50 sr F8 Mm, sph PP 59 / P .I. MINIMUM GRADE OF"0.247. AND SHALL DRAIN POSITIVELY TO ALL - "I - '�, I ,. I . �I. .I 1II11 �1 I1II,I�"1I I I _ I . � . � I .1 '1I I.I I I. I I I I II . I IN -I I LE S. I I . III ':�II-II1I, I I . 0I� .I -'tIIIIIIi.,.�-.II�II.�,�I�.I.I�1�I:�,.1I��II��;1;i.��I-,�1II,�-"r.11II1,� I I I I � I . I I II I I- III1 II 1.I Note.- e' lhi k n r o Us 6 ck Co c ete Alon 'al/ Retention Pond Tract Frontage g g 1I 5. I I ' B N A A OU D RY ND TOPOGRAPHIC iNF MATI OR ON SUPPLIED -BY GEMS II I. ,I1 I�. 1I.1I :� I , �� -�1 .�II, � �� I III . � I TYPICAL Rona SECTION SIDEWALK DETAILS STANDARD CONCRETE M/AMI CURB CONSU TAN 1 L TS N _ _ IIIII .. : �i, . I I ' II III1 N rs IIII 111I 1 .I� ��-I N. T.S � N. T• S 6. I � , , . UTILITIES SHOWN WER A F E LOC TED ROM `BEST AVAILABLE , �I II �' � I ;, :-I: :1I. ..I1 �Ii I I I INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE;. FOR , °' I � I .� 1" I I I .I. - LOCATION AN . P D ROTECT1ON OF ALL `UTILITIES THAT MAY EXIST, I 1II �I,, I,,I1I�, I , .I� ",i1 I I .1 .I �I �I1. ,II.II II.� 11 I � II: �I - I I � II I �� 7. IIEI� I I � � I ELEVATIONS WER A N E B SED 0 ORANGE` COUNTY DATUM. . II .I II� II1, �1 11 1' ;1 -:II I I . I . ..-. II 1I II �I��I1I1,I I II I � I I I I� �� I. II � I 1 I 8. I III X _ E ISTING ZONING OF THE SUBJECT SITE IS R 1 AA. � II� � �I II II I� :"III , : I I� I. 1I - I I- I . 9. I 1. THE. CONTRACTOR C OR S RESPONSIBLE TO PROVIDE EROSION AND SEDIMENT -; ', 1I �- -.. n , .., , II .I I .II II 1 .� .I -I.I ° CONTROL THROUGHOUT THE ° CONSTRUCTION- PHASE WHIN , ; C SHALL INCLUDE, ,,. 1 I .�I, .I 1.�I- 1 - 1� .I, :BUT NOT LIM1 T TED 0 THE PLACEMENT OF SILT FENCES, STACKED HAY i.1 II II BALES OR OTHER SIMILAR STRUCTURES ALONG THE PERIMETER -OF THE :� I� '. � � ° Miami Curb I SITE. THIS WORK SHALL CONFORM TO THE REQUIREMENTS OF THE ST. JOHNS ,,1I '.I II ., II1 I.. _ �PI,- 1 ° -RIVER WA R MANA TE GEMENT DISTRICT AND THE FLORIDA DEPARTMENT OF _. ; 1. I 1. ° TRANSPORTATION AS OUTLINED IN F.D:O.T. STANDARD IN X 1 DE 4 ,02. THE -. III I �: �,� 1 ° �)I CONTRACTOR SHALL PROVIDE AN EROSION PROTECTION PLAN PRIOR;: TOi, I �- II . II - PRE -CONSTRUCTION MEETING. < THE MEASURES SHOWN HEREIN- AR TH '� �I1 , .:, '_'� 1 I 1� A..I MINIMUM REQUIRED. ADDITIONAL CONTROL MEASURES. SHALL BE UTILIZED ' , ! � II III1 II� AS NEEDED, DEPENDENT.UPON ACTUAL SITE CONDITIONS AND 'CONSTRUCTION :. 1� I_�,_ II1I� 1 I1 1�I �.,I,1 �i�i��I�i�I:I�iIIII-.I I II* , I 4 � OPERATIONS. 1 III1 11II' �I 1, 1 . `` I � I1I I I- II1�II0_1.1I II I 1 . 10' 35" Ri ht-of-Wa CenterOne 35' Ri ht-of-W6 10' 5 1 ° ° 44II 0. .I 1 � IP . Il STR PINGS AND ALL UNCLASSIFIED MATERIALS SHALL BE , .I I� .1 I Match Sidewok REMOVED FROM RETENTION AREAS AND ROADWAYS AND ?DISPOSED :OF ',�I II �� .I II Sldewolk & (ltrm ty 13' 24" 1fi' ,�I 1-I 12' 12' 24" 13' Sidewalk & 11I iy utrme tI Exst. ° ONSITE AS DIRECTED BY ENGINEERING SO- A5 NOT TO 'AFFE T C I. Easement Entrance Lane Left ran our Right run of Easement 1 .. BUILDING LOT PADS. ' : 11 1I11 4I_'1I�I I 1.O' r' nkrr r)pe s-3 C Asphdtk Cone �� ° I I I II I , -I I� �1� 1/4"r- 1 o .i�. d 1�I. ° ° Pavement 11 • I SOILS REPORT BY YOVAISH ENGINEERING SCIENCES, INC., RETENTION: ', I�1 .�I1 I . � -I .'' -I tIIE . d ° ... 4 FACILITY BERMS, ROADS AND UNDERDRAINS SHALL BE CONSTRUCTED ��,I. II � �I I, I1II.1 Coast. 4' Wide I ° a ° • d ° AS DIRECTED. - 1. , � Il III,� Cana Sidewalk Stobllize Top fi» to SO psrrBV, Min: ° Handicap Ramp I. I I 1��, I .I�I .I�I I� ,. " 1'1 I II��11 Mi mr Curb a ._.' I, 4' 1 2. CONTRACTOR SHALL IMMEDIATELY NOTIFY JUNE ENGINEERING � .' . II 6' Soil Cement Base Course Compacted 12' Subgrade Compacted to 95X Max. I CONSULTANTS, INC. OF ANY PROBLEMS REQUIRING'DEMATIONII -�,�,� I,I1 �..I. , .I I..I.I. I I I� I�l.11:� I I. .�� to s8%Max. Density (AASHTO r-134), - Density (AASHro T--180) q- �I 1 FROM "THESE PLANS:AND' SPECIFICATIONS. .I�I .�I I I ' .1 I' I. II I Asphaltic Prime Coot Applied of 0.15ga1/sf . . I I� I II I1II :1 I-' I�I . ,� I�� I1, I �. 1 3. I � - - CONTRACTOR, SHALL PROVIDE AS BUILT INFORMATION TO ENGINEER �- I I , :-. �II I�..I. N F 0 THE OLLOWING ITEMS. PAVING GRADES AT POINTS SHOWN ON II ,I -11.I . 1i1I I,I IIII ,II� 1 1I ENTRANCE ROAD SECTION I�II1 II .III T YP �+AL �+IDEWALK /NT V ER�7EV TION �ETA�L TH P ESE LANS• ALL STORM' STRUCTURE: AND PIPIN IN T . G VER S AND . LOCATIONS, WATER II�1� I I 1� �7 ALL MAIN, SERVICES, FIRE HYDRANTS , -.. . " .I _ '. -, 11— 1� II_,'- tv.Ts. NrS I VALVES, AND BLOWOFF LOCATIONS, ALL SEWER LINES, "SERVICE LATERALS - . , - I ��l I1l1I, :,I �I.,I� I I . I � I� �I I & VALVES. :: I.I II'. I ; 1"A :,1iI1� -. � , I 1 II �i��I I I III - I 1 14. I lII - T' M -Pl S OR PE MEASUREMENTS SHOWN ARE MEASURED TO'END.OF - �1 I ,.- j, I1 ..1 IIII I � MITERED END SECTIONS AND TO THE CENTER` OF STORM ; . : 'm'; 1 II,� . ,II1I II - I � � STRUCTURES. SANITARY PIPES ARE MEASURED TO CENTER OF STRUCTURES. I I I I.I � 1 �I II1 .�. . �III,.I I 1 , , II I. II �,'�I,1 I1r I I I". � I. II� 15. IIIII I INDIVIDUAL LOT OWNERS WILL BE REQUIRED TO CONSTRUCT I - 1le�� II� 1 ' I1�I,. I1 .� .II. I DRI WA VE YS AND SIDEWALKS ` AT THE TIME OF HOUSE - . , : , I . ', 'lI1I11 II �I I 11�I� i1 1I N CO STRUCTION. CONTRACTOR WILL BE -REQUIRED TO CONSTRUCT - 'II ,I .I 1,I1 1 �I I ' 1_ I.Il1 I�I1�,',1' I- SI D WA , E LKS WHERE REQUIRED ALONG RETENTION PONDS &COMMON AREAS. I- I I -i ,I I I1 . I I � 1 .III .o . I I' . I 16. I I I I 1 CONTRACTOR SHALL COOR INA P D TE LACEMENT OF ALL UNDERGROUND - e.I . � �. I : 1 :, II �' 1I 1� 1I,II,� I. 1-, I�. I. I I . As -Built Info a 'o rm ti n �I N 0 CO DUITS 'NEEDED FOR UTILITIES AND IRRIGATION. ',' l : "�1 ' II , , , 1 .�1 I- -II I -I I-I�.�.I1�I. I�r, -Future Curb &Gutter Coast. _:I I' I� I . _ • As Built Information will be re wired with the followrn mformatton. q g 17 . ,� I I N CO TRACTOR SHALL AQUIRE` REVIEW AND MEET AL N _ L CO DITIONS l.I1I `1 1 ' :`,. . , I 20 R or as Shown on Plans \�,I I.1,II OF PERMITS PERTAINING TO THE CONSTRUCTION OF PRO` CT JE ' '1,I� II 1,I1-�� . � . . B �' '_ �� °e � 1 2" Ex .Joint 1 10 A �N® / P A Sanitar Sewer ) Y .lI INCLUDING BUT NOT LIMITED TO ITY F C 0 OCOEE, ST. JOHNS - RIVER WATER MANAGEMENT"AND THE: FLORIDA DEPARTMENT OF , . . 1II 1.� 1I��I� .II I C .,I1-.� 1. Top elevation of each manhole frame and cover. ENVIRONMENTAL REGULATION, AND ARMY CORPS OF ENGINEERS. ;_ ..:1 1 - 2. Invert of each line entering and leaving each manhole structure. ; . .:< . I 1 , I .� �I I I"I�IL II 1 f 3 Length o each run of mom between manholes (center to center) 18. Ii I I CONTRACTOR SHALL USE PLAT f=OR ALL CONSTRUCTION A T AN L YOU D II II I I.,x�II . ,� . I� 1I,I1 II ..� 1'-2" A C - 4. Actual grade of pipe between manholes. NOTIFY ENGINEER OF 'ANY CONFLICTS BETWEEN PLAT AN D I II . . -�I B 5. Locate all service wyes from downstream manhole with depth at lot line and distance from the main CONSTRUCTION PLANS. '. I. II1II -,I � Valley Gutter Curb & Gutter I'. . line. 1 �I 1 I 1, 6. Locate with measurements from ermanent visible objects all fit i f p � tags/accessories not visible ram the 19. " �1� FILL MATERIAL` SHALL' BE PLACED (MAX. 12 LIFTS) AS :SHOWN' I;I 1 - � ,1I �� I� PLAN R/W Line io=o' carrdsc a Easement surface (minimum two point ties). BY THE PROPOSED ELEVATIONS AND TYPICAL SECTIONS AND .II1l�.,.11II ..I, '� -�I I ,I COMPACTED TO A MINIMUM OF 98% MAXIMUM DENSITY (AASHTO . .1 II�I,� I I ',� �.,. ,.,1:�. 1 „ '_ " 3 4"R � - 1 -10 1 2 / � 5'M;n. I�� I B) Storm Drainage I4I 1. Top elevation of each manhole frame and cover/grate as well as all other structures (headwalls, I� T-180) AS VERIFIED BY A SOILS ENGINEERING COMPANY RETAINED BY THE OWNER. SUITABILITY OF FILL MATERIAL - , . .- �-II �I.II. �I� 1 1 ' 1 1I1 I:,',I-1, 1-- .I . �.I II1 ' I�� 7 1 2" 6 1 4" 7 1 2" / / Brick cap ;,l--T%_ control structures, etc.) 2. Invert elevation of each line enterin and leavin each structure, includin underdrain i es. 9 9 9 PP SHALL BE APPROVED BY A SOILS ENGINEER. I I II1 I� 1I'I - ,I,- II �, ,"I,"�:,"5. - __ --I"_ 3. Inverts of all mitered end sections. 20. :I THE CONTRACTOR SHALL NOTIFY ST. JOHNS RIVER WATER MANAGEMENT 1 I I I ,I III1I I) . II.. 3'-0" i 4. Actual grade of pipe between the structures. DISTRICT IF ANY DEWATERING SHALL BE R UIR . IF - EQ ED REQUIRED SJRWMD �I'. I I � III I . ----� _ - 5. Invert elevation and two horizontal ties from ermanent visible objects to all storm stub -outs. P WILL DETERMINE IF A P MITI N ER S ECESSARY. ., I "1.1�I:� 1 I �' "I III � . SECTION AA Tree � ! - -_ 24ir24" Pilaster, w/ 215 Rebor _ I 1 I ,I�� I ,I - I C y m; - - -- I .any Oppasite Comers, 20' o.c. - /r _ W C) ater System and Forcemams 21. PRIOR TO PLACEMENT OF BASE` MATERIAL CONTRACTOR SHALL HAVE - ,_'', 1I' -" p " J " , " • JJ 6 1 -6 1-10 1-2 .I1I� 9 a�.. h o - Columns 20'.O.C. max 1. . Actual lengths of...pipes between branches and valves in the run. 'I - GEOTECHNICAL.:CONFIRM LOCATION. OF AN - I - Y REQU RED ROADWAY UNDERDRAIN• I :'. : '-- � I�I " ,1I -.I I- I�I -� " 3 4 R - t Vertical E. of Columns E. 2. Locate with measurements from permanent visible objects all fittings/accessories not visible from the .I.I � I . � 1 11 II.,�1 � I.1 /I m2 I surface (minimum two point ties). 22. 1�II FIRE HYDRANTS TO BE IN PLACE, APPROVED & OPERATIONAL' PRIOR ,I 1_ .I"1 1I ,,: I',' 1 N 111- I _� 7 6 1/4" 7 1/2" X_ a t" 9 Brick w/ Raked Joint 3. List the depths of the Lines at all valves, fittings and fire hydrants. P g Y TO ANY BUILDING CONSTRUCTION. I, ,;"" .1/2" - &4 �� I . I 3 r1 %'-I' _ p a -="-__�,�_= . .- - __! I, 1 23. PERMANENT BENCHMARKS, WITHIN THE PROJECT LIMITS, ;SHALL BE CERTIFIED ` 1III�- , I r N . .I .III: 8" �II �. C„ - a o, _ I ... --- �1 TO ORANGE COUNTY DATUM UPON COMPLETION. I_I ; 1iiZII, , � ,1I 1 0 .: : o -' r1 :'l Hedge - _ r 0 Rebor Vert. 24.` I1 1I I ALL STORM 'PIPING JOINTS SHALL 'BE WRAPPED w FILTER FABRI - / �_I��1 I : 1 I "� o I SECTION BB I _� _ _ - s, fa B, wan - 4, a.� -3 toy wolf-6 o.a I PER F. T E D.O. . INDEX 280. 4 .; � , � I1l, � I� I II I. .I -I ----_�IrI1�7._ - Under 3' Wall - 8' o.c. I .� 1II I 1I I . I V) ` �z _�I - 6 1 -10 1-2 I '.. I( ,r Z. �I I� � I I � II�.I I I _I .I �,I 1,,' o ,.� ,,i II1IlI�II � » 3/4 R I II . �. 2 15 Rebor Cont. �I1.I r;: , . . ; �- �,:., ' I . ,�-."I I . . ,,��I1, .II1-I '- . 1 1 I- -1 �l:� II I �III I1 z �I, N � III� co 4 2 61 / / 1 o r .- .. . -I-s A. .I I I I .I I1 . I �.I - :' :_., �"I ., I , -: I .I " . I'-�1 II II. II : I I1�. ,. . ' f :,' �. : .. '. �III II (� : - I I_uI_I._ II - I _ � . I1 1� �-I .. I I :,". .�I""1 I I , 1 N %1I�I 'l .1.:1 .. _ 3 6 I 1`- • r 2 _0 �I . - _ 1I� � , _ 4�, ,g1 �l II�-� ) , `,. I I�1I I II I I . I II Cd s I 4 0 0 umn 1 I I -I IIIlII II _ 1 I ��I�Ii?1.1!:_ , r: , .. m `II E.. 4 a I �.I 1III I I. I � I S C ON CC E TI I 1 I- � �. I . , _ : : -I �1_l 0 ao % It 1I I, I� I . - II -; . ., , - , .: ,1� - at V 1 " , ."1 1 �,I. �-, -,.- I �I�. I. ,1 III� II II � - ' � �III I VALLE Y T TER U . �1 Landsca in er Cit of coee Y 0 ) I I I 1 BRICK WALL DETAIL C .I I� I I II'1. .'II ,. . . 1�,� II1 � I , ,1 1I ��ji1I� - , . I �,' 1,. . 1,� II I�i. I � II I.II 1 1: , I � . .� I I1 iI ,.I ,I -`, :-.1 _ N' /. ,�I .-"I ,III� I. III III I.I .. . � I I I�I, .c N. T.S . I �� I I I I� �I- I� ��I II�I ,:1.1 ,II, 'II I � I . II1 I. � II ,�::I , � " -I Il I'I C 0 '�' . II I1. II �1I- I T N.S.. II -.. . II. I. III- - . '1 ,..II � Co Airi (V -1 I .� II ,I � �1 II �.I II I . I I I� I I .' I I I I. - I. I1 II_� .��I. . . � I I I �� . �,I I- �III1 1,r,r1 ' I �, I II I �I I , � I � . � I :i�, , ,1 .��1I 1�' 1I� 11> . 1. � . � �. .I'- �7 I�. _. II I AT D E 4 1 8 02 I. ,,: R V I E IS ON R SJ WMD-Comment s A N M E A J S H K C EC ED RA J % ! � fir/ C C.� Se C t O p -� • n Ju n i e E n tin ee n Co I su t nets ` I n 9 9 a c, , JOB:;N :- 0 ` " ," . .; _ 9 ;I11I , ' , ,iI ;1. ,. : 1I�I�. �II1I1�� 1� IIII �I .II I II _:Ctt Y �" ' �. .30'IJ v L .I1 r�I� _.� I II .II , 71 E C h urch r St eet I n Ora do F I or da 3 1 280 _ _ - . �.,�.' :.�.11 c. :I ,� :�.. a .. , ,, ,I , I�I I� II II. III - � -�I . � 11.I. � �I II I. I I I . r C t1 Ica f e f too A h rI ut o Z t on aI 000085 7` 0 ': SHEET , . _ �I I ,k ,I�1� ,�,�-�I1- ,I t . � 1I' .�I1'II.II� 1I .II_� II 1I� .�II III I�II I I � .II .I �. I�I , .. .1I I . III� �-II I.. . - I ' ��,.,1' �I1 . I . , , - ��I II II.II rIIII� -I � �- I,_.I II I� -�I-I� �0�I I ,I II -_1 I � I I II . L 1I I I � I I �.I 1 1I � I1 � I I I I � - I - � I I I � � I I�l I1 II I I I - II -I I - II �I, . � I I I I I 11 II I 1I , I. II I I I • I w I/ I e 1? P� rt t0 a ce Ph. 407-839-6 o00 DRAWN BY: A D TE _ _ F x 4 7 a 0 839 60 20 H C K _ � 1I� 1II :1.e : - I.I I 7 9 ��tl . I - -I g Y: EC ED B AT D E ,I ,:I'rI SCA LE _ 1 _ , 11I .�� 1.II� , 1 ' ' . _,II I..� . _ - .I CLK _ 72 20 01 �I RAJ 12 20 07 ,I1 I As N oted ,�1.� 1 _ i • . - Coast. _4 ( to be constructed infrastructure) n 15'LF Cost. 2 Const. Const. ode 6 Thick n a s " 8 PVC Const. {T)p., Sta. 22+14.36, TOP 123.99 Inv. 117.64 60 LF 8" PVC Sta. 22+79.81, Top 123.83 Inv. l I Z 47 274 LF 8" Conc. Sidewalk h part to P a SDR 35 ® 0.28% Water Service See Detail) Const. San. (SDR 35) 0 Const. PVC (SDR 35) 29 0 126.0 - 2 12 ---�-- -----'•-� 27 t / ty Manhole t2 0.28% San. Manhole ® a28Z I \ 1 :I"b� - - - \ i I\ . \ \ 1 ` Ealts r I Coast. Const AW.5 N \ I -" �� - 25 \\ \ 126.5 Fire Hydrant 26 LF Sta. 24+14.18, Top 123.67 Inv. 119.55 A f � f Const. i 1 j- I 1 24 I I � I - 126.0 (Typ.) 24" RCP 0 0.20% Rt., Const. Const. 72 ` Coast. 4 Water Main 94 LF ,30 " 3\ 1 i \ i I `}, � "P �16" Inlet LF 8" PVC (SDR © Sta. 25+47.14, Top 123.96 S Inv. 116.70 N&EInv. PI/G: Reuse RCP 0 10.80% 23 \ 125.5 o 26) ® 0.28% 6' Rt., 116.33 _ (- �I I� I I_ I I f Const. San. 99 _ ,- 125.5 I Manhole 9i l Coast. Conc. M tered Inv imoo 1 Q Sta. 13+60.21, Top 123.67 lnv. 119.5 0 Const. _ r 21 �1 I � 125.5 � ree End Coast. T (yP Lt., Coast. 6" PVC c 1 125.5 RW _ - --r-- I F I I I_ �- '( H Coast. 8" 3' Behind - Son. Lateral .See Detail } " " P 6 Inlet C900 Force Main ) ( RW RW -_ _- `�7 20 i I \ ` 125.5 I PVC (C900) Water Curb Const. Const. 351 125.5 \ RW 27 �F I 19 I I 125 5 Main Fire Hydrant LF 8" PVC Coast. (Typ., I I 125.5 RW RW - I I I I � (Typ.) (SDR 35) ® 0.28% Reuse Wafer. See Detail) RW �` �- -- I 1 5.5 ^�� Lateral R/W Line 7 RW \ \ I 17 I i25.5 ARW �� I I I ( - 1s 126.0 Sta. 29+05. 4 + Sta 9 8 Coast. I RW RW 30 ( I 126.0 1 A ,� 4.25 8 Fire Hydrant i_CD 15 I Const. Coast. Const. N, E, W D Q Sta. 29+05.71, Top 125.11 Inv. 117.32 Street Stree (Typ.) F 120 LF Valley Gutter 8" Tee - 8" Gate Const. t Sta. 30+46.93, Top 125.45 Inv. 117.66 Coast 2" B/owoff 8" PVC (SDR Valve San. Manhole Coast. San. Manhole 35) ®0.28% ; - . ' ; ; ° _ - - 1 -•--�-- -r -tT�t•-�' i L--... f - _ T , , - -+ _ __.•_ - F- -� -�- t i- -I a-- ( �- t- '- fi • _' _ r : 1 _�_„_ - "i - i , .__ -I t i t I -r-+-� '-i-r - - � I _'__ , r�r- -j-�- I _ - - i - �- r ! ? + � -h-F � -- - I t 1 , t - }- ' - , t i ( 1 -►C _ -...1 _J . ---fj} _ i , , '-1 - i - - , _�__�_ , 1 _._!i . � , ! �r _ 1-'--L--'-r . �_. t , r r I--i-+-{!�' fi -� -i--% - � 'r7 � ' � l _i i� - Ft 1 -r -}---�• ,--t-} { -----}'-�f I � __.,. , `1 , -}!_ �, -r-r .�, _._,- .1- 1- , I ' , I -r-� I ( -'i- - -+ (-- -r"_r_ •_;_ .�. ! _ ,. • -F-- �' � AFF-111 j j . - I _ -i fi-� _ t j _. - - t }._.{-� T -�_!-_.� t , �-71[: 1 1 __� I _ . 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Certificate 6000 E -Churc ee h St of _9 r eet A ut -Orla h o consultants rl z ati `do n o _ n Fa Florida 000 X 40 08507 7 8 3280 3 9 Inc 1 6020 JOB NO a - 1 , 1 r I r _ L -i . S it y / SJRWMD Comore nt s _ J AS 5 / 28 02 J AS RAJ SEE M _ T, _ _ _ _ I I _ _ � I ._ R cLk AWN B Y 0 A TE C RAJ H EC K ED BY. D 1 2 A TE 20 0 ' ,SCALE 1 Harz. Vert. 1 1 - ,50_' =: 5 - {- , : .. _ _ _ . � 144 MTm± _- _PH-+H+H _ TP,12120101 _ I I , P �: - . . I I 11 - I I I I I . I I I I I I . I - I I � I 11 I I - I 1, I - I �. I I I I , ; : � I � � . I � I I I . - I I � - � I � I � - � I . � . I I � . . I � .- � � . I � � . 11 I � . � 1. j. I - ;, � 1��, I - � . � ', j �_: 1. * � I I I 11 I . � I I I � . I I I I I . I I I : I I I " . , , : . , - � ;, , - I I I I I I � I � . I 11 . I . . I . - I I . � . I . I . I . � I � 11 11 1. I I I � I . � - I I - . I � , � - .1.1 I 1 "I ; �, 11 �, I , - I I . � 11 �, I 11 w 11 I I I I 11 I I I 11 11 �. I � I I I . 11 I � � I I � I I 11 � - 11 � I I 1. 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I I I I I . . e I I � 1. . I . , , , 1 9 . � . - ,� �,9 ,: � ;, ,, � ,� - � , - � , I I � . I I - 9 . . I 1� I . I � I I I . . I . � I - I . I Sta, 40+62.79, Const. Son Manh 11 ,� . 0 1 1 - I . 9 . . I . - I . ., I I , - I I �,� - - . 9 91, , , � ": , �,::��! ��_ �: -;r ,". . Ij : - �z , t�� 9 11 � 9 1 1 � . ale � � I � I I 1 9 1 1 1 1 1 . : I 1 �9, ��. 11 . . 1 9 9 1 1 1 1 1 1 1 .1 __ ... 9, , ,�, I - , T �,,� ,.� , , � � 9 �i 11 - 1 .9. ,:,: - I I I I 1 9 1 9 1 , 9 1 (2), � 9 1 1 1 9 1 9 1. , 1 9 , I I I : . I 11 I , � �, � , , , � �, , - : � �_,: . , , 9 - � , . I . . -, � , � 1 9 1 � I I . I � I I . I . I - I 1 9 1 1 1 1 1 1 . I . � 1 9 - � � - I . � 11 I I - � .1 9 1 �. I . I I � � . .. 1- .9 � z � , � . 1 - " � �� . 9 1 � - � I 1. I : � :�, I 1; � - . � I - 1 9 1 1 � . I I 11 � 1 9 � 9� 1 � 9 � . I I � 1 9 1 9 . I . � 9 1 . I . I � I . 1 . - 11 - - " � 19. 1 1 11 I Top - 124. 30 , I . I O I 1 9 9 . I � jo . 9 . .- I : � 9 :, I , : , - , -- i��_, - : , , I 11 9 1 1 . 9 1 1 � I . . I I I ,. � I I I � � 11 Sto. 42+ 08.34, 1 1 1 1 � , I � I 1 ',:��. �,, ,,,:_''�;� 9�� - � � . I 1 9 1 , I 1 91 � . I I 1 9 1 � , 1 9 . ., I 1 19 1 � I . I I ' I : - , . I . - . 1 99 1 .. 11 I :,�,, I I . I 11 1 9 � 9 ''I 1 : - � I I I I I � . . I . I � I I � 9 1 . � I i Sta., 43+12-64, L t., . - I I . I � 9.1 9 � I I I I 1 9 . � I I - . I � 11� .� 1� � 9 1 .! � � , �,';_,� , , , .., . I I . � � 9 1 1 1 1 I I - I � I . Const. 4 1 � I - . I I : � I I . I 11 I I � , , - , !''', , _;_.�'. 9 1 ,- .; 1 9 . � I I I I � 1 9 . 1 19 Inv. 'I 18.42 9 9 9 � 9 9 Const. 1451F 8" PVC Can't. Son. Manhole I I I � � �, I , , I , PVC Reuse, Water Main ' I 0 1 9, . 9 � I . I - - I I � : �", I � 9. ,�,:�, , i r ..,�", 1 9 . - 7 1 , , 9 11 - 1, 9 1, 9 1 1 . I I I � 9 � - 9 9 9 1 1 . s . 1 1 1 Const. "P-6"; Inlet I - 9 Sto. 44+44.94, 1 1 1 � I I . I I I I I - 9 - 9� 1 � - 9 1 1 1 � � � I � I . I I - � . 1 , .: � � . , , � ;,, I:_ ,� .:: ,,- ,,:-��,`,.,' �� " ��.: ,9 , , 1 9 1 1 . I , I - . I I I I I I � . I - I I I I I I �, I I I 'Sta. 46458.80,9 - . .� 9 9 9 . I � . I . 1 91 1 � : , � I - : . ,, ," : �,� ,:,:" � ,I I I I I I � . - I I I I . 9 1 1 � ' I I � I I - ' ' I � 1. I .. I I I I I I I �, I I � � I I � , I � I � . , I , : . I , . � e, 9 - I , , e I , , , 11- ,_� I : , , � I I - � 11 � � � il . � 1 9 9 9 11 I I I . I 1 9 1 1 1 1 1 � � � I - I I � 11 9 1 . (SDR 35) 00.28,9 1 Top 12,3.8J , , ConSt San. ManIhole . I I . � . 9, , � I � I I � 1 9 � � I I � I I - - I : p 1� I I 1 ': _1 , I I I I I � , , 1 �9 1 1 � , � I '', - �'11_ I , 11 I I I . I I I � I I I � � . � 9 . I 1 9 9 1 9 11 � � I I I Top 123.67 . 9- 1 1 f Const. 214 LF . 9 � I I , _i, �, :11 � � I I I . 9 � , I 1 8" PVC � , Ccinsit. * � San . I ; � ,,� - .,�, .,:�:::, '' , , :" , 1 1 9 1 , . I . I I �, 1 �9 1 1 1 9 1 . 9 . - i Manhole , , I . . � 9 .11, I � I ,�', : . : I �' - i� , I I � I . . " � I � I � � - � I I . ,9 1 1 � I Inv 116.83 1 1 � � I I I � Top 123.82, 1 9 . I I I � I I 11 I I I I � 9 . . . . - �. '. � 9�;, e �� I I I I I 1 9 1 � I ,� 1 9 1 � � I . 9 1 � 1 9 9 1 � - � ., �,, � i I � I - I I I I � � . , t�, , �, � . I I � 9 1 I , ''. I ;. I I I I I I., . . I I I � I � I � Const. 59 LF 8" PVC (SDR 35) O 0.28Z 1 I,/ -\ , I % 9 . � I - I - I I I In v .1 19.05 ,� I - 11 (SDR: 35) 6 0.28Z 9 1 Top , 124. . 9 � , . I I I �, I !,� �: �'_ � , `� �,� , �:: , , I I 1 9 1 � � 9 � I � I � I I I I I I I I I -1 9 , I I � ,� � � � � � , , � I C _ � �. � � � . i � i I I . 9 � I I � 1 9 9 . I I . 9 .1 . 91 1 1 . I I . I � I I � I I I I I . Inv -118.82 . - I I I I I I � I Jil. I � 1, , I . I � , :, 119 . 11 � � 11 � - I , - :, . , 9 � , L , I � � I � 1 9 9 1 ' I � � � I 1 9 1, - I I :, " I I I 1_%� ,� � I I I I I I I � � �9 1.11 I � � 9 99, 1 . g - I I I . . � I L_ - . - _j , I . I � I I . I . - 9 1 1 L . I I . I I � i I . I I I . . I . . 9 . . 1; I I �_ 9 . .,91 1 9 91 , �!, � 1 9:� f .. I ; �i � I I I . I I I � : - _,�F I 1 9 1 - � 9 , . 11 � � . I � � �� 9 AD I - - - - - : � F_ 7 T I , t - 9 , I � 11 � I I I I . 1 9 1 9 9 1 1 1 1 \ , - I 1 9 , I . In v 118.2?2- - . - , 1, - I I � 1 9 1 . -� I � I . I � . � � I I I 1 9 � . - 1 9 1 1 . I I I 1 C32 1 � . I � f(g) 11 I I I I q . . I 1 9 9 :,��,� "1.1, � , � 19, � , I I - I I I I I � � � � I \ - 9 - I - _(9L �_ (� 1, I , I I (g), I I 1 9 � L ll:::n ' � I . I � �� :::,� :. , :t I . � �', : � 9 1 1 1, I � I , � � . � I . . I I 1 9 � I I I � 9 9 . I � \ 9 f �_ I � . I I . 1 9 1 1 . 19 1 . - '' - .. � I I ,_ - , 11 , - I ., �.; �: t�'9 1 1 1 1 ,: , � 1 9 .1 1 9 1 . . I � . � . . I 1 9 1 9 9 1�� I � � � . � I � I � I . I I 1 9 91.1 1 9 � � 9 � �4"� . .�; 1 9 . �', _ � (Z) . A \ , I I � I-- I 1 91 1 1 (23,) 1 , I , (�B) I I � 1 9 I I I . � I I I : : I ld , � 11 9 - �� - , I I : �_� "9 ,;� ,tt ,.� � ,,�,:� , -, � , ',: , '' : , . 11 I I I 1 9 1 1, . . �, . I I . 9 U25.5 1 1 411 919 4�� 1 st. 61 - � - i% " � ' 9 . I � , �.�'. . � !,��,,�:,� , I 'T - I I I I I I .1 I I I . , . � . . 9 . I.. I 11 I , , I I I . I �. - �:_., , - � . , 1 9 . � I � 9 ILF 8"L PVC (SDR 35) 0 0.28Z, 9 : ' � , , . � 9 1 1 � 9 1 _� 9 1 . -_ - � I . 9 . - 11 . I I i , 1. I . 9 , � ,�.": . _ I �. ,� - I � I I . /I \ \ I I -1 - -4 �5 I I I I i i F12-5 3 I � i ' — I � :'. 1 -�� , �,, '.. , . '' �.� , , , , � � , I 1 9 � � , �� , _ � 1 9 1 1 -_ :1: � I �. I I " � � � - .1 . � 9 : I I - I I I / I I I � � I &�Mkire I , 1\ I , � . I I � I � 1� . :, e � , "," �i,',:.-, �; � . � . 1 9 9 1 , 1 � I . � , , , - , � I I Stc. 1 11+98- ,97 "C" Stree t_ = . /, I I I I --- I- I , , 1 9 . I , , I I I I I I I L� , � , "" � : ;, � '' :1: - � I '1�': � 1 ;' - 9;�. 1 I 9 1 � , I . . � \ I - I 1 9 1 1 � I . I Hydran t I I I I I I I I I I � � 11 .9. 1 1 � . �: I � 11 . -, � �. "" � I :" ,, . � , I I . . I �, - 11 I . I I I I - L - - - j . . I I I _Wqq- 1 9 1 � 9 . � . - I I I 1 119 - � � 11,�,",_ ,, I � . , �,�, � I :% - ,�, -1 9 9 . * �� , - 1 1 � I � I � . I 1 9 9 1 1 - 1 9 1 1 . � 1 9 . . I I I � / I \ I = L - - - - I L - __ - - _�. I L�� , I � I I - - 9 1 � I . I I - . I . . I � � 1 9 � 119, 1-1 I I I 11 ; . 9 1 ,. � � 1. ", . � . , �' � �; 5 �, "� �, , 1 I I I � - - - - I -f - I 1. � I , t 1� , , 9 - ,� � � � , � , , . � . 9 1 � . 9 1 � I � 19 1 - - - _/_ � I I L_ , __ i - - - - 9 9 � 9 : � :, � I I .., I '' , 9L I I . I Sta. -45+92. 14 "B " Stree t. 9 11 1 9 1 110 9 , I 1 9 1 __ I � I 1 7, 1. I _ �� ,,%�;� 9 � 1� I I I - 11 � , , . I . � 9 11 . I I 1� 9" � '''"99-- 9 I.- , - _ . I . 9 1 1 � I I 1 9 \ I I � 9 1 1 - \ : � 9 9 - I � I . 9 1 1 L I I . I .1 I I � � � I : , ::� , ': - : , � - I � � I I I � -�5 1 � 1 9 � - I I I I I � . � . 1 9 � I , . ., �� , I - I . I � 9 1 1 1 . � 1 9 � " I � I � . � 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 . 1 9 1 � � - -1 �= � , : , 9 . I I 1 9 1 1 . 9 � � . . I . I "I" x , 1, :,: � , I . 9 9 1 11 I I � " I � . . I I 1 2 . 11 11 � � "I I I I � � I � I I I I I - I . . I I I I I 1 9 '. - � 9 - - Pd'- - - V I I I I I I I � I � - 9 1 , I I � I 1 - - 11 11 11 , - . I � I I 1 9 1 1 1 1 1 1 . I � --I I � I I -_ . - - - - . 1� � I � I . I � I I � �- I " �, V _� I I I I I/ - I I I 11, - - , � I I L I I 1 9 1 1 1 � 9 I 1. I , , "I '' 1. 'L ,. � , . 9 . I ivi . � , � I I � I . , � � - , . - �� I I I � I I � I � I I - . . . . 9 1 1 1 1 9 1 1 '9 9 1 1 1 1 � - � I �_ ��L . : � - 11:� �, � 1 9 : I : I * � 'I. � I 9 1 � � I I � I . . MR �� 10-'Y -_ � I I I . I 1 9 1 1 9 1 , I I - �,, � - . . constructed as part of the . _101 9 Sto. 47+24.25, 1 � . I I � 9 , 4 �� I - , �, , ,� 9 � � , , , I 1 - . � I Const. 4' Wde, 4" Thick Conc. Sidewalk /11 I I I 1b I �, * . , 9 . . I I . Y_ _ - . I . � ___ � _�7 0 � 11 / - - - - � 0 9 1 1 1 � I . . . . , I Ill I , � . I . � �� ,,!i � 9 1 1 ': :: , � - : , , � ; I , � 9 1 1 1 . I I I (to be 9 1 1 1 9 " I - - T, - i .._� - I I i 1 , . I , � I . I � � I � � 1 9 1 � � � I I -_ �� - .., 1. I - - --- - -_ I I � 9, , � �� , L' I . .1 � . I infrastructure) � 9 1 1-1 O= M_ "I =...,,�.. NA - __ 9 r Const. Son. Manhole 9 � . .11 I � I , , � � 1, �. � � �, 9 . I I 11 . - - I . -_ - -_ I . 9 � I 1 9 9 1 1 11 I., I I I . , I I I � I ! - I . , 1 � - . .- __ I . 9 � - , 1 41 .,- O' — , I I I . . 9 . I I I I ., : � �, � . 1 9 1. �, - 9 . , � .. 9 30 I'll 74- � L . I � � I 1 9 1 1 1 1. � . 9 I I :_ ,:,� �' � �, . � I I I � I I I �. , ��. 1 9 t � . I I I . � 9 1 � ______r I - 1 9 1 � s�_ 9 � � , I I � I I I/ * 46\ 1 �, '� . 1, � � .,.- .1 . � I I � I Const. Fire H)drant -I- 4 --- ' '%4111_� -_ j V , � 9 �9 � ,:�,_, � �, - , I I . I 1 9 � � � I'll � I I I . I U; 2 , _ . 43 -,,, I I Top 124.49 4 1 , I , . I , I � I � � . I � I � 9 1 - - 4 ,,, 4! 1 . I 1 9 9 . I I 11 I I I - �', I I 1 b: . .1 I �� I I I - . Const. 8- PVC (C900) Water main . 1 126. / I I -_ - - \� . I -, , / — I - . I In v 1118.05 . I �L' ' 19, 1 , _L . , I 'i I I � - - I : I I I ; ,. � � I I , 9 1 1 � . - i I - - - -_ -, I I I I � I I . � , 1, 1 9 �" 1.11 _j � I � I � , I 1 91 (To., 3' Behind Curb) - I . . �_ ,� - - MH �� --- I 1 9 1 � .1 � : �, ,. I I - I I J:, w 9 1 9 1 1 1 1 1 � . � 9 1 1 1 / I " - AIN - AW AIIH - - , AW - - MN =====J W - I -] - � . [ I-- I (D . I I I I'll I �,�,�,�,�,� . 1: I � . � I � I . I I I I � � I . . --- _____ . - AW - AW - - AW AW . " .1 1. � I '. I � � . I . 1, I - 11 : , � � �9 �! - 1 1 9 . I 1 9 . . - . . I - I I � � . I 1 9 1 : � I 1� I � . I � I I , I � I Z, I 1 9 9 1 � 1 ,4 � I -- -- I . - . r \ I I I 1. I I I I � � � I 1 91 ,� , "I �� - I r - I I I � � 9 1 1 � ) t : . . 9 . . . . . 1�1 1 - 1 9 1 1 � �, I I . 1 19", � I � : - I I ,,� I . � '. . I I I I I . I I I R1. . I � I � . 1 9 1 9 1 1 1 � I I � . I : , , � �.q ,� � - �L 1 9 � . I - I . �� I - ., 9 . I I I I \ � 9 9 1 1 1 1 1 I 9 1 1 1 1 . 4�� I � I � �� r. I � : �9, 1'� I � 1 9 1 1_� 1 9 1 , � 9 1 . I " - I � - � - -_ I I L - - - - � I 1 9 1 1 1 1 9, � 19 I., , i " , I � I I I I � � . T_ - �_ - - ----,I . Const. 260 LF 18" RCP 0 0.207. � ) � I I . I I L � I . ''I � .- . � - � I �: _'�, � � : , . I - I I - 9 I � I I I W I I __ . 9 1 � . 9 1 1 r " 9 9 1 � I I � I � 1, I. �, - : " 1, . I I . . _ :1 I '11; ,� 91 il! I � .1 WZ � - - - - - 1 r- -I - - - I � .1 - � I I 1 9 _�, ., . � � � I � 1 9 1 . I I � I r I �. - - - . f- -.,I- - - - 1 r - - - - � � � I r� 9 1 . I � _j I I / I - - - Canst. 260 LF 8" P . 11 I �,,�, ! I � � 9 9 � I � I � / � I O -_ 7. 1 9 vc (sDR j5) a,a28z , , 11 � I I � 11 � ''I I I . � 9 1 .. �., " I - I � � . I O 0 L - - - I I I . � I I � I I o 9 - I I I - � � I 1. 11 ., � � :� I � . I I . . I . I I 1: I . I Sta. 20+00.00, Const. Son. Manhole . --- - 311: I I I e , 1 9 9 4 - - -, I � . I I 1, I I ... 1. < I , I - -I- k ;a I - � I I ( � I , � - � 9 1 1 1 9 9 - .1 1� I., 1 9 1 1. � - , I * Top 124.50 ,_12 � �, I I -_ Ce I I . 9 9 r � I I � 1 I ,1� I . I 11 I � I - I I � I . F I I I . . / . , � L 11 \ I -_ I I I . I I . , I .1, � � 9 � . I � 11 1. � . I I I . < - 11 I I \ I I -, �_ 9 � � � I . I 1 9 "I I 11 ,9111 9 1 . 1 9 . 1 3: 1 . Inv. 118.25 1 Const. 113 LF 30' RCp @ 6.,38Z � I I I I I I I I 1 I 1. I , �, 9 I . � ,L,11 / ,( I ; I I �� 1 6 . I . . 1-1 I � I � 9 � I � . I 1,; I ch-, 1 9 1 1 . . � � I I I \ I 1-_� I , (a) 11 I I � � 9 � 9 9 . I I � I " � I I . 9 1 .. ,. . U_ . I � 11 I . -_ �,_ I I I X , - COnst Water Service I �, ':":_1 I ,� I I I . �. , , 1 1 1 9 11 I I . / � - , I 1 (5�) 1 13 , (a) I . I 1-_� 9 � I � 1 9 1 - 1 � � , I 1 9 9 � I 1 9 1 � U) 19 I � ;4- I I . I _\ -1 (D I I __\ . Ni.5 � 11 I I I I I � r % � ,9 .1 11�!, �: I , ID ,:E . j -_ I I - I . "t. _L - � 11 "B" Street = I I ( I I I I — � I I I " 11 �., I I ��, " I I I I Df - �_ - - Sta. 40+00.00 - 1 1 9 _1 r � 11 1� : �, . I I - - I I I 125.5f\ . I 1 9 1 � I , : - � I . - I - I . I I I I . . . I I I I - I I 1 i I � . . ... . . ,� , 9 � I - 9 , I , � Const, Discharge Structure � � 91 1 1 "I It I I � 1.1 I I - - - I I I I .1 I .. 1 9 1 ' ' 9�i _ 9 1 1 1 1 ��', , , I - � I .1 ig a I - of - - - - " Street I Const. 26 LF 24" RCP 0 0.20% 1 —_ - � � I I . I � I � �', : I � I Nb a r,6 -OF- a/ Sta. 20+ 00. 00 "A , I . &:f RW. - I � , I � . (See Detail) I I . I � I � . f. -�-O -e I W 9 � I I � I . � , � ' - 1 , L i " � 91 1 9 _____j _P1. ' I I , ,�, � 11_� 1 1 9 � � 9 . 9 . - - - - - I � 9 11 - 1 � : 1� :1 -1 I I I � -�P -, 1, - - _j � . fT I OD f Const. 8" PVC (C900) Woter MdIn I I ! I ': . � I �� 9 1 1 � . COnst. Conc. Mitered En I I 1 9 1 1 � � 9 1 , 11 I .11 I I � I I ill: . � 9 1 91 , i, '_ , , � . . I I � I . I L 1'.! � I � I I I � I I . R ee Inv. 110.00 Const. Valley Gutter I 0: I �_ - . 3' Behind Curb I � I : I � 9 1 :" , � ,+ 1� . � I I , ,�, I ! 9 . I I * I (to be constructed as part of the I I I 'I � I � Const. 4' Wl"de, 6" Thick Conic. Sidewalk d -/ 1 9 9 - I I - - - - - .- . I I I I I ,1: .9 �� , 1 19 1 1 . I I I . 9 1 9 11, I � , I !, : I I I'll I I I � I .1 r F -I I I infrastructure) 9 1 1 1 9 1 � I . . �, 1 9 1 9 1 1 1 , 1 9 -, I" �� . I � . I 11 1 9 1 - 11 - . . I � . I I I 1� - �� - I I . . I . @ * I / C�) I I L I � .1 I � I I : , ,� i I I I � I � I � , 9. � I � I � I I I StG. 45+ 92.14 "8 11 Street = I � 9 11 1 9 11 � -1 I 1 91 . 1� � �', �� I I I-, I . I I 'Crosswalk Striping I � Sta. 43+12.64, Rt., '/ � I / 9 1 � 19 1 1 1 1 � �, I � . I I . al; . � I � I I � I I " 11C �, 91 1 - - I I .11 � :_ , 9 9 (See Detall) Const. P-6" Inlet IiEi 9 1 1 11 9 -, 91 1 �: 11, . . : I I I Const. 4" PVC Reuse Water Main Stc. 11+98.97 Street I a: f 1 9 1 1 9 � I I 11 � I I . I - �, .� 9 1 . ''I I I . ''I I Top 123.67 1 1 9 ''I � I I 11 - �� li - I I 1 9 1 1 1 1 1 . I 1, I . _� - - - - I I I L - - - - 9 1 . . I I 1 9 1 . , - I ''I j I I 11 � � .1 ' I I Inv. 119.00 I I I I � . I � , I . I � I � � I 1 9 9 1 119 . I I � I ruture Point of Connection to Cit s Reuse Water Main 1� I . . . I . � I I I I I I 1 9 1 1 1 � 1 9 � 1 9 9 L � 9 � .y I I I � I . -._A - I I 11 ,� � I I- I I � I I .1� I ; I 1 9 1 . 9 (Terminate 4" Reuse Water Main w/ 4- Gate Valve for 9 1 . I I � I I � I I I I I . I I -, I � 1 9 � 91 � . i. . - 1 9 9 . - - - - . I I I I I I + 9 - x I �, ." , � 1 9 11 I � I I I . I Connection into Future City Reuse Water Main System) . I � 8" Tee 9 1 1 1 31: I I I .. I 11 11 I I I ,111. I I � . a: �9 1 � I � � I . 9 2 I I � 11 91, � 1 9 1 1 1 , I I , , - 8" Gate Valve 1 9 1 . I I I 9 1 1 1 1 1 1 1 Reuse Water SAtem will not be Used (Dry Line) Unt# N, E, W, . , I I � I . � � 9 1 � "I I 1 9 "I I . . \ I . I I I � I I I . � . I I � � I - I ; 1 9,11 1 1 9 1 1 1 1 City Extends Reuse System to site. I (!Y) - _01 I \ Const. Son. Lateral , . 9 1 � I - I 11:�, .� 11 I I � (O � I 11 � I � I I I 1. �� ''I - 1 1 1 . . I - . I \ (�!) (T�P., See Detail) I I .. � I � � . 1 9 1 . � I % � � I I I I I 1 9 1 1 . 9 1 1 1 . .. .1 . � � 9 111 1 9 1 � �- I I . � I �: . . 1, I �, .1 " I I I I I + 1 9 � I I I 1 .9 1 . � � I I I I � . I . 1 - � , I I , .: ; I I I i 1 9 \ ,� 9 � � I . 1: . 11 ; . 9 .P I � : I - � I I I I I I I � I I I � I � . I � � 1. 11 I � - 1. I .1 . 1, .� � �_ I I 1 9 1 , I 1 9 9 1 � 9 � � - 11 ,. 9 . � 11 9 . . � 9 1 1 1 . . I I �. - - JP,- I L_ - - - - � I I ., 1 9 1 1 .. � I � � I _' , I ,: I L 1 I ' 9, 1 . I I I I I I � I . I I i , : . I I I I . 9 1 1 1 1 I . . \1 1-1 I 1 9 Const. Fire I I . . 1 9 119 � I � I 1 9 � I � 9.", 11 I � I � , '' . I . I . I I � I . __ - + I 1 - � I I I , :�� .1 I , . j . H 9 9 1 1 . Wront 9 9 1 . I � I I I . I I I , I I - 9 1 1 1 1 9 1 , I I I - I I . I -_ I � � � 9 1 1 1 , I I - . I � I I . I I I � I I I I . I . � . . -----,) lit � . I I I .1 � � I I I I , �, ; , 9 � 1 9 . I . � - . I � I I I I 11, ,� � I , 4 , : , � I ��, , , j 9 , 9 . 11 I I I � - RW - RW - - RW - � , ., I I I � I , I I I i I I I I I � - - __ - __ 1 9 . � I I I I . I I 1. 19 11 1'� I 11 :, 4 1 � ,� . , - � 9 - --- + I 1 9 1 1 -1 I 1 , i � I I 1 9 1 1 . . 11 9 � I � , I : , I I -- - I I - 9 � . 9 1 � . I 1 9 9 9 1 29.. 1 - I I .. I 11, - 11 �,. : I � I I � . I - 11 . � I I I . I I . ', "'� I 11 . I I � � I I . 9 9 1 1 1 1 - __ N, - , I I I I � . I � I I I I 11 � I �'- 9 '9� � I � - I . � I I 1 9 - 9 9 1 . I � I I � 9 ri 7 i N I I . I I I I I + I I , 9 , . � � l� � I 1 9 . I I � 9 1 1 1 . I I I - I � I 1, - 9 1 . I I . � I . - __ - - � I 11 11: ��, 1 :; � 1. . 1 9 1 � L �', 1 9 11 I I � - I' _N � � . , � I I 1:� � I I , ON ;Z1 '' � � I I - - - , � ' � I : I � 11 I � 1 9 . 1 9 1 . . *_1 - . - - . I I I I � I � I I 1 -9 1 1 1 � I I , �', , L I , � � , I � . . � � �, �) o . I -1 � I I I I �11 I � � I 11 . ,1� L, � � I - � 9 � I � , � - 9 � . -1 - . . I I 1, - 1: � � I 1 9 1 . . I I I I'll I 1 19 1 " 1� I" - , , , � � ) -) ) ) I I I +L�::� - � I I � 9 �, - � � �, I I � � . I ,, I I �_ + - �9 1 1 1 9 1 � I 1, . 9 1 I I � ' I I I . 1 9 1 1 � I I I 1 9 � - � , �_ I., . � � 1� I I I I �%: I I- . . 9 1 � 9 �: � I 11 -, ,9 1 . I 11 : 9 1 1 1 9 1 � I I . I I . I I I � � � '' 9 . I I - I : I , , :: � �. ,�l' 1 � I 1 '19, " .1 �, il � 9 . I I 1. 9 1 1 . � � � Sta. 49+84.25 "B" Street = 9 9 1 � , I I I , - I I . . � I I � I � I I I 11 I I - 1. � I I I � I I � , - , I 11 1 9 � - � . � I I - I I - I I I I C � .5tree t I 1 9 1 1 1 25 , ) __� $1 � I I I . 9 � I I I I I" � � : I ,� ��: : �, 9 -1" � � I �� I � I I I � 4 1 . 11, 9� 1 , , I �, I I I __1 � I Sta. 29+05.71 "A � I 1 9 1 1 1 ,� I I I I - " - ' - I I I I I I I I I I I I J, I 1 -� - - - - - 1 9 I I Stree t I I I 1 19 L 11 I 11 1, - I I I I I " I -4-T- I �_j I-i'j- ; - I!;jjj ;:! - - - I I . . - , , - P., _! -� � I i 11 __ � _� I : ; � , tit ; I- - � � . . , * __� -_ - I I I I I - - - _. - . I , I 1- -I. --p! - +-Ir---�!--i- -f- -1-0- � - "j_-_Li__ - 9 1 1 1 1 . I . 9 " 1 9 1 , If +14, -1-11141 " _T__ -H- -++�-44- - I I I I _1+� - 4 .,+�jj�-tl- 1i I I _ Stree t . 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I ..- -r- I _L_ : I I 9: r�i I - - -4 I .. - I I - -i , - . � I - .- 1- -t __ � - - - H+ _ I � � . I 1 9 � - � , . -_ 4:1 � '_ - _14�-t-- _T_. - 11- .11 I I.. I 1 9 1 9 1 .Im �, � I -P-1 I I 9 1 � 9 � , I ! i_ - I � I - I I . I I I I _� 1 9 I _�i____I_ � I I.---,- - --r-,-- _,q I -�� - r . - - I - - V . � i I- : - t r , , I i _ . I � _�_�f!4-+A - 44_4�, - 11 � __11_++tft -4 I - , __4_j_TL__j+_ . --- --t-1-4 q_L;.___T:�� -4,1 . -, -t- - - A -f i # _... � L 7 I 1 � � i _� 1_� 11 I I - - - I I - -, 711-1-1= ��t I __ 4- - - I I � , �; , - 11 1� . - - -+-- - 4- i � T _L+_�i i � - r I _ I V 7"I' j I I 9 F�TT_ , - I +�, t �ftj!-4-4-�-- ; - . - - __ - -H--4- --H'-4 j:1- - 9 1 't , -I "-�-J:;. . -i- - : I _4t-+-T I -i� I - .- 1 9 .1 1. t' I , I --I -1- I � -t-14 --- �_I_ I I I I . I t" , -T_r 44, il � 4�� T4#1 - _ , _� . $ __f- -1 ;; . I _L_ I I � 9 1, :-9 1 � Ir I 1 �, 11'' I I i . -14 -1::t : : 1 :4�_- r 1 9 � � 11 I 1� I -! j7-T -r-j---r- 4-4--,�-�-J I . . _4_�__ 1 ' - J__�l - T - , ' I ! 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CUR T B SOP ,I 'I '�: -I "�- i�I.I IOI, 1I I 1�I " ,�',.-,1�I , 1 .I I I I 1 ., II IIII II.,1,1 II1I I.I I1II I�I :. I I � I I I III �: � �II I I I��I �, I11.- I1II �� III I. �, I. I..1 I.II ..I II I I II I � III ..II II -. I� II I� I.I� �1. . _ n r4 MAX. _ � _ �I.,II II - 3- I I. 9LI 1�tI . z . � Q � m I.%T9"I� 01. 10T NUMBERS z - I I 1" �� _..�,I ,' . 2_ EA. _: _. . . 1I 1 ... . �I _I -., ,-�I ,11�.I .�.II I1I. 1I� ��II .. ..- " .. 1 � �1 . I 111.� '� .1 _1I�,,1'1 :1.I I.I.�I1I.�I�.:..I. 1�.I ..I 11 . 1I II I I � I I � . II I11 .�I Ii II� .II 1,I�. III I� �I� I- II: �I. I.. �,1 � I I'�.. . I 1I I I.I II II�1 I- II II , I . ,,I II"I - _ .I O1 I�� w F-- J - w . H- ¢ �I 1'0II I I _ .. . , , ,p _ ,11 ._ �I :,.,II I'I.IIII 111 1�1. .. . .. �I , I Il II 1, I� IIII .. I I1.�1 I I I I I � � I I .. I I . I. II .I, �I� 11I I I I I� �.. I . P REMOLDED `PI ASTIC' II' I_/I 1,Z/�. y 2 ALVE TYP. ( ) -_-,.I .II I' .1- . I. 1 II I 11 , �, II 1. is 14 I 1 1. 1 -1 I1 1I �11' 1, 1. III � �I �.1II� . I I I I . I . � I .: I� I 1 .III II 1I1:,III�1 I�. �II. �.II�.. I1 II �I I I I I I II I� I �I . LLE I I JOINT FI R n W 5 ALES M N. 1I..I -I\I .I-4 � - " I I P RT Wl 2 0 TH EADED PLUG iI� II �I� 1 P OLYETHY N LE E b � �. U IN 1 B G MIN. I I- PO' HY LYET L NE E UB G MIN I I _ -, ,THREADED 1 ,_ �I �: II�. .I1� �II1..I �I 1 I - � I 11 � I , .I II .I. I",II . I I I I 1,� .I II I I1I. II .�� I�I I I I II I% `PP P TY ,IE LUG P. �-�".I �� T F R'F CUT OU 0 RC O E I SINGE M E ETER. OX B II . :DOUBLE M R X ETE BO I .:• . :....,; , : 1 II - -, �� 1. I � I1 I I 1. I � I I 1I� -�.I, I I II II� N P 2 I PLE " II N MAI 0 WA R MAIN R TE AS RE UIRED Q AND W ATER M R ETE Y B CITY N A D WATER METER : Y ITY ' ( B C ) : , _ _ ,. < , 'v ._; , .- II II �I.II A :. 2 GTE ., ; I I I I I,I 1I I�I. .I I I. .I � III . �I :VALVE , N SEE OTE 2 . SING LE SERVICE OOUBLE SERVICE I I_1 I. I� ,., I �- I1I I.I I II I� I1. .I PP 2 NI LE - �III .4.I .II. I .. SERVICE SADDLE , ' -� 1' I I I ,-I �IIII -I. - 1I I. I . I ..I I� . I. ��, .I�I FIrnNGS AND a . o o a o a. e • . . e o e .. ..I� PR P I E SEC F1CATlON N 4 . ,' CORPORATi N [�7 Q J QP � &FITTING � I," I1 ,�1 ,1. ,:, I I �. �I I� I-. . .� I I �I I,I II-. � I. I.I III II I PIP F E OR •e a.e , .e a a.e ;I. - I � R ,. , . NOM Y PN ALL 0 E <. .., : '_ �I1� .I ,I. ,1� 1.,�, _1 �I III II I � I I . I I � I I.' �. I-. . I ,: : I.I �-II I A.R.V. SHALL .O I BE BRASS 0 o o. o. o. o. 0 0 0 0 0 0 0 0 n ./_ o e o 0 0 o 0 0 6 ".I TI ., 0I .."I .�L .1WII .I I I _ I.� - AWWA P TY E . . 1 '. C THR C EADS �I I�. '. , 11 �I , iI .1I I . . . . e . a. a. a. a. a. a. a. a. o e o e e o 0 0 0 0 0 a e I _ TO M R X I. ETE BO •. . � � . I I . I I . � . . . II � III 1- ..� �11 II I�,.�� I� 1I,II. IIII I I I I II. �.I IIII 1I I... II�I: .. -I-I II,II _ _ II .. • BEDDING ROCK i .I_" 6 SADDLE ��III' _ A SSEMBLY : � 1 1. PO YET Y L H LENE ._I1 I. I1 1.' -I :11, �"II...I.I.-� .- 1.�I. _/ I1'� I1�1,,I _. �IlI.i.� ,1.I1III , << ; � I .. 'II .I�"� .� I�,,III�1 . - I I _ b n - F 8 x 16 REIN ORCED - I TUBING II1 ,I_' �?,. - I I - I 1I I I 1� ��1 I. .II��- �I,F I � I I I � I � I.I I I NCRF TIN CO C ETE Oo G. _ I , 30 45 DEG. I I I . I , I 'I', ; .�I �1 1. II "1 1. II1�I� I_,II .�I1 .�1 II , . ,1Ii, � I , I.II II. IIII. II IIII� 1�II �. I1_II.I1I1 I I I .II � I I I I � I-. I, . I .�I .I ..I.I-. NOTES: 1. ABOVE DETAIL 1S BASED ON 2 COMBINATION AIR A � /V CUUM .. I :I I 11 ; 1 . IIII.II. WATER MAIN . . � II-I I. 1 � I � II �I .I �, �I�I 11I II II:1 TI ", ; I1 I . I II II II,I �-' I� .I1�, �.I RELEASE VALVE. CHANGE PIPE AND FITTIN A IN GS CCORD GLY - 1 1l1 ,� I1,I1' II ..I III�I�I��IIItII�iI. I I1 0.. .I., 1 FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE �.,. 11 � I NOTES. .-- .I� 'I I� 1II .1 I' -I. I I I I I1 � � . I DETERMINED BY THE ENGINEER AN APPR Y E D OVED B THE CITY ; _ I 1 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION PACK JOINT - �.�,I , ..I� I. I�I �,I� II _I� ,1-1� II .-. I I PRIOR TO INSTALLATION. . I I TYPE CONNECTIONS: I I � ,1" I1 III. 1�I:I. - I II I �I I I 2. THE MINIMUM DIMENSION FROM TOP F PIPOE 0 E TO FINISHED 2. NO SERVICE LINE SHALL TERMIN T N A, E U DER A DRIVEWAY. -�� ,�.� 1 I 1I I .II I�II I.I: I1 .�I GRADE SHALL BE 4.0 FEET. " 3. EACH SERVICE SHALL TERMINATE AT A CURB STOPS} WHICH �I Il , II . 1 .I.I I . r SHALL BE EXPOSED APPROXIMATELY 3 ABOVE FINAL GRADE AND I- I, Iq ;, � ' � IIl I� I� . I 1 I TIED TO A 2 , x 4 x .4 STAKE -WITH THE TOP PAINTED `BLUE AND -- �, _ I, I, II 1I I ,1. , II I . , 1"I� I.- II �. II �1�I�, �II �I. I, I. I��I I I I I.. I. �. �-.IIIII � � I I � I I .. - II -� I1 I�II- I.� I�I I�1 . I� �I1 � MARKED WITH THE NUMBER OF THE LOTS TO BE SERVED.() )- 1 I'1:�I�� I I . .II 1I I - -I I , , I 1 I I . , � .. I ,, �I1- �I ,I. I� .�I� .I. 1.1I .. � .--III��I��I,-, -I -II,I� I�I, �1_ ��.1 II�.I �1II1i .. ,.� 1� �,1II-" � I . 1 II ,. . I 1 I . I II . . I� I1 i1;I�I,:iIIIt!�1��i1��;iiI:t!�it�I�.I��IIIIIII�_:"i1;�!.,��:�_,�,�I�,,.."�1�;,�.��1I�:.�.;.III1II1 1��-I- 1-I�lI. .�i_1.1.I� ,� 1I 11I.�. I, ,1,�,_.,L� .1I .I��: II . I II I 1I'� � �1 I 1I I�� I� II II I. II III1,I II,. II ij, I .II I. I I� I � I � I AIR OR COMB/NA Tl l ON A R/VACM RELEA E v s VAL vESR I� II_I �..-�-,b- 1I , ,1�I , - ,l I � 11 -I. I I1" . I I,� WA TUN VICE CONE'C TIN DETAILS . O1 I� ..- .I, I1p �:I1I�-;,�_":.�- �1II� ,.1-�I .II �.I ,1II�� I1I II I. I I1'..;I . ��-� II1i,. .I1 :.•..: :" i ,1 " . � I . I 1 I I I 1 � I II �.I I-,I�" �:LII II I��: II", .I III I�I . I ,1i - .I � I II I I . �I �I �. I N. TS .- �.I I � 1, I � Jv rs I I II ) 1� . . I I I I � I� II �II� �. ,� II� I1I III I I,I�. � :�I - �;1" I I II� I I_I , I- . I ,I � �- I1� 1I II1,I.�,' ;I. I�� I,,I,�,: -`I-I:11,��,��I �I_. 1 � � I 1 1 l ,�., � 1 . � . I I '. I I I . � �I I.i� -1 j.I�. ,I. �I I.I�1II� .I �.-. III.I., ��" .I1I '..I.-_� �,III. IIz -1 ��-.1 I II I�-1� � � 1I ,I 1 I I I I -I- � . III . 1I�I I; �1, I � I II I I>II 1III. I .I- n n n 24 x 24 x 6 THICK CONC. 'PAD TYP. EACH VALVE BOX. II I� I1''� I 1 I 1I , I , I I I I � . � I � I "�I 1 l" _ .. I II: 1�,-iI. �I1'�.,1I DOUBLE `. � SINGLE II,,I _I: I 1II LOTS (TYP.) SERVICE (TYP. : SERVICE TYP. I ) ( ) :� 1I .� ;.1 .II 1I I,l, --I II.1 �I I. .�� III� '-I ."II�,:, II- II". l . ' - :: `• :I i.I, ' 1 � I FINISH S ED GRADE b 3 DIA. BRONZE DISC -"I, - - *. I, .: III '�1 ,' . I �I'1 1I1 . - �I I,II, ANCHORED IN �ONC. PAD 4 BARS ALL n # 3 DIA. BRONZE TAMP AS R Q D AROUND $SEE PROPERTY LINE TYP. ( ) I��N I1� . .�I.�.I ,ILI ,.1� :.... I . I ' �I I.'1I IIm0�I^IIIpno0 ., . CONCRETE BLOCK b 36 MIN. COVER NOTE 1 DISC ANCHORED IN CONC. PAD STAMP 7II ,II "l� II .-,�-�1 II-1I,, , I.,"�:, OR BRICK AND (SEE NOTE 4 MORTAR WALL SIZE OF VALVE AS REQ D. � II I. .I, ; I' , ' II�:1 � I FILLING AT BOTH ENDS II ,i -VENT HOLE 1 STAINLESS TYPE OF VALVE t to �t r , , . _ , 'I ,I I: I%IIII . 1 1 �11 ,1 II I1� "I,,_ ,," I . ,I �I.I RESTRAINED ,. II1I _, STEEL ANDING STRAP -TWO SERVICE m-I a , ' 2.I I _�I I I )� � � � 1i, i .II I1 -I I"�'� . JOINT DUCTILE PER S OF -,1-I�I1I .�.. DIRECTION & NO. • b 4 . _ N FII [ ,I'�!� WATER MAIN 1,�1,.r� I .,. I- l". 1. I . 11 I II ��, IRON PIPE SKIDS MINIMUM) OP N RNS TO O E '" . � I / 6" MIMMUM )III I 1 . � I ,I �I Il,. I.,:1II I . .- 1: �I"I I . .. - . VALVE BOX .I.' 4 4 _ T�I . - I� I . . :' I1I� �I�� I,I�,_. 'i� ''I-� I �1 ..,, I I II YII.1. AND COVER PII (') '• ° .• •. . •, ° - M. 1 ( ` - "I .. . I :' '..' :.,, 1�--,� . I�I1 II� III�I I. I 1 . 6" MIN. !-- TREATED WOAD , . .I�I ..I.- II� .I I,, -�:1 SKIDS AT 10 2500 P.S.I. n II. i-#-', 4\ -1�' :��I1,I,� 1,�.,1,I : .� ,.I .I-, �I ---I II �1I� � 'MUM SPICING SEE NOTE 2� �I CONCRETE MIN. ANCHORS �I _ _ ,"I -I1I - I I- I �I ' II� I- *� .I . I I 1"�- � s . STEEL CASING PIPE . I �I�. - , I -. � ' I_ IiI __ I�I I�,I 1I�,-II��.I� _I p I�I o I.I. UNIMPROVED CONDITION 4 WATER REDUCER \ � "` .:, i1_. , , .' -I-�;10.:.I1.It. .. I I' I I� I s .� I., .II I DUCTILE IRON PIPE .1II� . TOP FLUSH WITH MIN. ( ) "MAIN 6 FIRE` HYDRANT I , 1' II*I ; l. I.I,�:II � I II� .IL�" ,.' 1� I 24 Whrte 7hermopJost�c • ° 5 Sidewalk I1 I� I FINISHED GRADE 9" ASPHALT SURFACE FITTINGS AS REQUIRED (TYP.) , ASSEMBLY (SEE NOTE 1 .�I.:1,I II.,'��: . 1I I1. I�. 1: I Stop Bar - I I , � ,•., , I L,I� I .1:� I"I-��I . I d �I .1 �" 1 d' a b r n 4 x 4 x 4 -6 1" STAINLESS _ ,I.I/I 1I.,"I II,.� I " I� ,_ I�I1I, I I I,I1. .1 IIII- I_,. I 1.1 I �I ° • 4 LONG TREATED WOO SKIDS SEE NOTE 3p ( 1 I;II STEEL BANDING STRAP � RIGHT OF WAY LINE -I /_II ' � I I I I �I,I II 1,,_I I - I I - I I, 1 --I I1I II� �1 I�II I1 R' h - f-W � f o o 9 y - .I . Ao S .I ... II 45 II1 BAS E I�I:I� .: I CURB :. '. 1 . � I1I� I�:� I � II �I1 II�� I1I WAER . TE MAIN � �-. I1I 1��,1', �,��,i.1.. I 1 . II II �.I '_ LL1.I1 Ii!. I -I � 30 N! intensity �I . II d_0, C l' r ; 2 TYP. ( ) � I-,�I ; 1i,i,'I,I ,1iI,w 1 ., I .; 1 ,. .'I . _ .,�I III . y 4 ouble Ye/ ow Thermo ostrc /II Sfo S� n P 9 1 HN I I T W E CONSTRUCTION S WITH N F00 JURISDICTION ADDITION AL UTILITY I.I II . VA V L E BOX I,��;1� �...IIN\\0..-1 _p� n r 4 x 4 x 18 LONG ( MIN. PR CA T P T E S OS I�I' I!I-,.1I y�._�, I.� I..I1 . I I � I -1 _ I . SID A EW LK TYP. ( ) : I.I .I_ I'I- �. .��, ..I:1I.�. I ,1 "�1�- �. .I,��,I REQUIREMENTS OF THE ACCOMMODATION GUIDE SHALL BE MET. ,III n WI H T 3 D AMETER I�I . "I ,.i ; . -. 1' II� �I II,_I ''1 I I1I III� IN PA R 2 CAS G S CE S AS SPEC fiED N SECTION 33.4.4. OF THE MANU AL, `LIEU I� -1��.I� AND COVER ( TYP I� R B ONZE DISC SET IN �11. 1�-��1I .%III ��i, RIGHT OF WAY LINE I . 11 1II�'I-I, I� I': -., .�I I�, I,1 1 _ _, 1. I�. �1I I. MAY R IR TH ITY R MA F BE EQU ED BY E C 0 Y BE SUBSTITUTED IN 0 _ .) GR UT A H 0 S S OWN ; 1 .� .II.-,,: ,1" �1,,," I. 1 WOOD SK DS D BAND NG STRAP 1MPROV b C N TITION E 0 D A ROVE .. _ II, I11I.-� ' I.I II" II �III 1 �I I� _b 3. LARGER SKIDS SH R IR F R IP R I R ALL BE E U ED 0 P E G EATER THAN 24 D AMETE . Q - T NO ES. .1I.. I ! N OTES. I - I,_I 1,,I ,: �i. ',.�-, I..1 1�,�,," , :, I I,I I L I_ _ I..I III . �1., III. II . I I '. � 1 I 1. I. .: I. AL, 4. WHERE PRACTIC CASING SHALL EXTEND 10 BEYONEDGE F PAVEMENT OD 0 H NOT TH N P IN ANDS ALL O BE LESS AN fi BEYO D EDGE A NT ANY CASE. OF VEME 1 ' R I B ONZE ENTIFI ATI N I H D C 0 DSCSALLB RE IR FRA A E U ED O LL V EVES 16 AN Q D . 1. CHORIN , AN G TYP O E9 BND HA E S LL NY 0 L BE US D WH E .ERE RIGH _, T OF WAY " . CONSTRI 1 CT ONS WI N L OT WIN L ALLO STALLATI N F A: 0 0 STRAIGHT Y ASSEMBL "-I1",,1 3I ,,.III �I:-',,�II 1 rn I .:-"- ,1.-�- ",,11",:_ :. I:_ II.�, . � . I : IIII . I T I Y R 1 HE C TY MA RE UIRE ONGE CAS G FOR E P R R L NS 0 DEE BOSS. Q II GER OR R I Y T LAR AS E U RED B H ITY F R RITI F E C 0 C CAL OF SITE VA V r Q L ES. - 2. VALVE COLLAR DIM NS(N MAY E OS BE . _ , . _. . 4II1 . . ' �:I I II �I . I I. 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BRACKET ,PANEL �. _ENCASED IN CONCRETE a .- - SEAL :OFF ORCDUCT0 'TOR RMDUIL ®®®® `O O O O lum Imm— ME on cm O —' GENERATOR RECEPTACLE ' ,:. _ -' BIB 2HOSE ScH: so PVC (SEE NOTE 2) O'Q Cq NTROL CONDUIT 2 SCH. 80 PVC Gm O O ® ® ®®® ----- ALARM HORN r N 1-6-1 n `DIY Z POCKET `V!%" Im PAD N OE LOCK ®® BRACKET INCOMING n, DOOR POWER SWEEP ELBOWS - DOOR STOP LATCH WITH LOCK 25 OHM MAX. GROUND RODS DEAD (2 EACH (10' APART) FRONTT.. MOUNTING BRACKETS MOTES: _,; .. NOTES: N CJill. N I '• GRM—PO--- _ FI F3 Ncr Jill. PN 4M 120V 500 YA Jill. RE AL pm 8 , N A NS I OL'I t Rz 1' a , 6 8 Pm H R3 2 8 8 5 MS 2 OL 2 715 6 8 SY R4 FL i AL 2 s p, a is R5 3 Ali 1 2 4 I R5 db 2 7 _ 8 B 20 V 75 VA ccr 24 V PL4 RTS RTS 4 FR 4 7 8 Y -oa 3 I FR 3 2 7 RI 4 I Rz 3 1 L, RIS FR 2 RTS 3 4 I 3 PLI RIRl 3 - RIS 6 8 ABBREV. ITEM DESCRIPTION AH I ALARM HORN AL I ALARM LIGHT ASB I ALTERNATOR TEST SWITCH CCB I CONTROL CIRCUIT BREAKER CCT I CONTROL CIRCUIT TRANSFORMER DR I DUPLEX RECEPTACLE ' G.F.I. DRB I DUPLEXRECEPTACLEBREAKER ECB I EMERGENCY CIRCUIT BREAKER ETM ELAPSE TIME METER F I FUSE FL FLASHER FR FLOAT REGULATOR G GROUND GR GENERATOR RECEPTACLE HOA HAND —OFF -AUTO —SELECTOR HSS HORN SILENCE SWITCH LA I LIGHTNING ARRESTER MB MOTOR BREAKER MCB MAIN CIRCUIT BREAKER MCT MAIN CIRCUIT TRANSFORMER MT MOISTURE AND °TEMPERATURE FAILURE LIGHT MS MOTOR STARTER N NEUTRAL OL I OVERLOAD HEATER PA I POWER AVAILABLE LIGHT 3 RE UIRED 1 EACH PHASE PAA I PUMP AUTOMATIC ALTERNATOR PL PILOT LIGHT PM PHASE MONITOR R RELAY RE RESISTOR RL RUN INDICATOR RTS REGULATOR TERMINAL STRIP TS I TERMINAL > STRIP TTS THERMAL TERMINAL STRIP AD AUTO DIALER Perimeter tree 2 See sheet i for perimeter LJ planting layout and quantity. 13 m� LJ Text Area Each sign - 22 sf (-typical for two sign walls) M, Wellinaon Plac 1- 3,7' Standard modular brick 1 -0 5y, �_U�U[Tiri - 1,ypiU-uk 20' o.c, - typical q q- Standard 20' long wall elevation (Typical (o' height wall) Note; 6' minimum wall height shall loe measured from the highest finished grade in the front and back of the watt. entry planting enlargement 2.5 a 30.6 LJ Entry S i GN WALL PLAN Perimeter tree I See sheet 1 for perimeter planting layout and quantity. 00 Lot 1 qgQ —9 ! Uel:j Pi I I Le N 2.5 Standard modular lorick Soldier and rolock courses Ci iv-4z'n r-o Mni in+ I f::>+ I ov-c J k-. 1k"IIC I U I I',A I -Jl V L-r\ 2.5 25.6 2.5 oe SIGN WALL ELEVATiON (Typica 1 for two) Sign Wall Elevation SCALE- I/4 = I'-0" Plant List Entry Landscaping AF-1 35 Formosa ,Aza lea ANN 160 sf Annua I color JP 102 Parsons Juniper JT 4 Juniperus torulosa LJ 6 Ligustrum specimen Azalea formosana Vary with season Juniperus parsonii Hollywood juniper Ligustrum japonicum I ea 1., 30" x 3011, 3' O.C. 4" pots., 12" o.c. 3 gal, 12" ht., x 24" sp., 30" o.c. 30 gal., 6' ht., matched upright form S' x 5', clean clear mulct trunk, matched. Note See plant notes and details sheet 1 of 2. 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CABLE ION SURGE VALVE TO LATERAL LINE \-bBABQ%AV T MAINLINE TROL WI UNDDEER MAN—" ELECTRICAL VALVE WALL OR STRUCTURE 112" INSTALL RISER 4" ABOVE �INBtALLED PLANT MATERIAL 4' PANT A COLOR C 406M BY THE LA SCH, 40 RISER PVC�� PROTECTIVE „—MULCM STEEL ANGLE-- j PVIC TEE OR ELBOW SHR 15 RISER DETAIL CALV, 90 GALV. UNION TO METER CsALV. NIPPLE HEAD SPACING NOTE 14 IT SHALL BE TT•E RESPONSIBILITY OF T1 E CONTRACTOR TO SCALE TT•E PLAN AND CHECK NOZZLE TYPES TO DETERMINE THE CORRECT SPACING OF TTaaE HEADS THE CONTRACTOR SHALL NOT SPACE T1 E HEADS FL RT14ER APART OR USE LESS MEAD& THAN SMOILN ON THE PLAN. ANY CHANGE& TO TIE MEAD SPACING OR LAYOUT, WITHOUT THE CONSENT OF THE LANDSCAPE ARCHITECT OR OU2NfER, SMALL HOLD THE IRRIGATION CONTRACTOR RESPONSIBLE FOR WARRANTY OF TILE PLANTS AND OR SOD N TMESE AREAS. mrw N COMPANY 307 Dubsdread Circle it Orlando, Florida 32804 Phone (407) 896-3904 " Fax (407) 896-5469 Ewmil Larry®SPadeandKolbeTt.com 1) ROE TO THE LANDSCAPE PLANS U49N TRENOWNG TO AVOID TREES AND SNRUBB 2) ALL MAINLINE PIPING SHALL BE BIIIED TO A MINIMUM DEPTH OF 18" OF COVER ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 122 OF COVER 3) ALL POP-UP ROTORS AND SPRAYS SHALL BE NStALLED USING AN 18" PVC: FLEX PIPE CONNECTION. DO NOT USE RtW PIPE 4) ADJUST ALL NOZZLE& TO REDUCE WATER WASTE ON HARD SURFACES t OLD& WALLS $) THROTTLE ALL VA LVES ON SMRIJB LINES AS REQUIRED t0 PREVENT FOC>tsiNG. 6) ALL RISERS SMALL BE PANTED A COLOR CHOSEN BY TI-E LANDSCAPE ARCHITECT. 1) ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH PVC ULTRA -VIOLET LIIGMT PROTECTED PVC CL-AMIPS 8) ALL CONTROL WIRE SPLICES SHALL BE MADE N VALVE BOXES USING KING "ONE STEP' CONNECTORS AND SEALANT WITH WIRE NUTS. 9) THE CONTRACTOR SMALL PREPARE AN AS -BUILT PRAWNS ON A REPRODUCIBLE PAPER (SEPIA OR MYLAR) SNOWING ALL IRRI"TION INSTALLATION. A MYLAR OR SEPIA OF THE ORIGINAL PLAN CAN BE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. TT•E AS -BUILT DRAWING SMALL LOCATE ALL MAINLINE AND VALVES BY SNOWING EXACT MEASUREMENTS FROM HARD SURFACES 10) ALL VALVE&, GATE VALVES AND QUICK C UPLERS SMALL BE INSTALLED N VALVE BOXES 11) ANY PIPING SMOUN OUTSIDE TFE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOU2Nl IHE FOR CLARITY ONLY. ALL LIMB SMALL BE INSTALLED ON THE PROPERTY AND NSIDE THE LANDSCAPE AREAS 12) ALL RISER& SMALL BE INSTALLED 12" FROM ANY WALL AND A MNIMLM OF 120 FROM ANY 81011RIALK PATIO OR ROAD. 13) THE EXACT I•EIGWT OF ANY 12' POP-UP THAT I& SHOWN N A 04RUIS BED SMALL BE DETERMNED BY THE LANDSCAPE ARCHITECT N THE FIELD. 14) TME CONTRACTOR SMALL. EXERCISE CARE 80 AS NOT TO DAMAGE ANY EXISTING UTILITIES THE CONTRACTOR SMALL BE RESPONSIBLE FOR THE it IATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY HIS WORK B) ALL WORK SMALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DffECTB N EGIUIPMENT AND WORG'9ANSMIP. 16) ELECTRICAL SERVICE TO ALL EGIUIPMENT SMALL BE PROVIDED TO A JUNCTION BOX AT T1•E EGIUIP'MENI LOCATION. (BY OWNER OR AS PART OF ELEM PLANS AS SPE Cq LEGEND RAIN BIRD 1800 SERIES 6' POP-UP • RAIN5I110 1800 SERIES 12" POP-UP RANBIRD L800 SERIES MRS SPRAY ON RISER ® HUNTER PGP ROTOR MEAD - 6 co" ® MINTER POP ROTOR HEAD - 3 GPM HUNTER ICV ELECTRIC VALVE I In" OR 61ZE AS 040M ON THE ZONE LABEL NSTALL VALVE N AN AMETEK VS-12A VALVE BOX. ® -- -- CLASS 200 PURPLE PVC MAINLINE-2" CLASS 200 PURPLE PVC LATERAL LINE- SIZE AS SM01111d UNTIL A SMALLER SIZE IS SMOUN, CONTROLLER-RANBIRD ESP-LX 12 STATION. AS SF1011ANL ON THEE MBt PLAN, Au. untH C O A MMI-CLNG 11 RAN SENSOR GROUND WITH A MINIMUM 8' COPPER GLAD ROD, SLEEVE TO AS REWIRED. O SACKFLOW PREVENTER-1 L*N-DOUBLE GI ECK VALVE TYPE (BY CONTRACTOR) OMEIIER 1 1/2" NOZZLE CHART LET" MODEL C51" SAT RADIUS PATTERN A 1800-01: 3.1 Be HILL 0 1800-STO 20 Be THREE GTTR C 1800-OTT 2.5 Of TWO THIRD D 1800-BH L9 Be HALF E 1800-115t 12 be ONE THIRD F ism-w 11D Be CA ARTER G 1800-BEST .61 4' X B' END STRIP H 1800-19CST 12 4' X 30' CENTER STRIP J 1800-15MT-B 80 S' STRIP BUMBLER K 1800-imF-LA Lfs 1m LOW RJLL L 1800-MOST 0 9' XIS' SIDE STRIP M 1800-1 SST 12 4' X 30' SIDE STRIP N 1800-12W IZ 12' LOW GALLONACsE P 1800-TOT-LA s2 10' LOW ONE THIRD R 1800-100-1-A 39 lei LOW GL AIRTER 6 1800-8W4FLT :119 8' PLAT HALF T 1800-10H-LA .19 10' LOW HALF u 1800-804LT 39 8' PLAT GAI ARTER V 1800-et4`LT .52 V PLAT THREE am W t000•tA'-LAII"C8-060 SCREW $' -6 GM FULL MUSKMAR X 1800-I0CSt-5 .50 be STRIP BUBBLER Y 10100-11014-LAM C8-090 SCREW 6' 3 r31"M "t aeOl ele Z 1800-1bVAN VARIES The ADJUSTABLE LANDSCAPE ARCHITECT LICENSE # 1095 401 258-W"11 POST OFFICE SOX 31, WINTER FARK, FLORIDA 32-1 J0 Wellin on lace Irrigation THE BACkF{AW PREVENTER ASSEMIBL-Y SHALL BE PANTED DARK GREEN AND SCtE:ENED R90M VEW WITH SHRUBS wel lin2Ir-l.dwg 2/4/2002 3/21/2002 ADD NOTE PER COMMENTS 05/28/2002 ADD SIDELUALK AND REVISE NOTE ON BACKFLOW PREVEMTER