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HomeMy WebLinkAbout1998 - Final Construction Plans (pg 3 missing)77. • 0 t a, 4 3ENERAL NOTES �r 1. ALL WORK SHALL BE COMPLETED IN CONFORMANCE AS APPLICABLE WITH FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD a SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION," LATEST �1 EDITION AND THE INDIAN RIVER COUNTY PUBLIC WORKS DEPARTMENT or STANDARDS. y - a 2. ALL STORM WATER PIPES SHALL BE REINFORCED CONCRETE PIPE (RCP), CLASS IV AND CAP PIPE , RESPECTIVELY, AS NOTED ON THE PLANS, l AND IN ACCORDANCE WITH THE SPECIFICATIONS OR APPROVED EQUAL. , 3. INLETS SHALL BE PRE -CAST IN CONFORMANCE WITH F.D.O.T. STANDARD SPECIFICATIONS WITH 28DAY 4000 PSI CONCRETE. a, 4. SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO MANUFACTURE.' k` �2 r _ Owner / Applicant s 5. ALL BACKFILL OVER STORM PIPES UNDER PLANNED PAVEMENT AREAS SHALL BE COMPACTED PER F.D.O.T. STANDARD SPECIFICATIONS, Onsite Management Group, Inc. SECTION 125.8.3., TO 100% OF THE MAXIMUM DENSITY PER AASHTO 4445 N. A- 1 -A, Suite 250 T-99. Vero Beach, FL 32963 6. ADJUSTMENT OF INLET TOPS SHALL BE INCLUDED IN THE PH. (561) 234-9988 CONTRACTOR'S BID. NO CLAIM SHALL BE MADE AGAINST THE OWNER AND/OR ENGINEER IN THE EVENT 'ADJUSTMENTS ARE NECESSARY. Engineer 7. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ANY UNDERGROUND UTILITIES PRIOR TO EXCAVATION. . Hosteller 8c Moier, Inc. 8. ALL GENERAL CONSTRUCTION, MATERIAL TESTING AND METHODS OF e- s tan INSTALLATION SHALL BE SUBJECT, .TO THE APPROVAL OF THE COUNTY 1 623 N. U.S. Highway 1, Suite B2 ENGINEER AND/OR PUBLIC WORKS' DIRECTOR OF THE COUNTY. NO CONSTRUCTION SHALL COMMENCE UNTIL AFTER A PRE -CONSTRUCTION Sebastian, FL 32958 MEETING IS HELD IN THE DEPT. OF PUBLIC WORKS. _ � / / PH. (561) 589---4800 - 9. INSPECTION OR FAILURE TO INSPECT ANY MATERIALS OR I -OW tAW WORKMANSHIP BY THE COUNTY OR OTHER AGENCIES SHALL IN NO WAY Surveyor RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM THE _ WORK IN ACCORDANCE WITH APPLICABLE PLANS, SPECIFICATIONS AND 'in t"n Rtev e Connt or LAWS. David M. Jones 10. ALL DIMENSIONS MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND IF ANY DISCREPANCIES ARE DISCOVERED, THE 2345 1 4th Avenue OWNER SHALL BE NOTIFIED IMMEDIATELY. Vero Beach, FL 32960 PH. 561) 567-9875 1 1 . CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY ( COMPANIES PRIOR TO START OF CONSTRUCTION IN ORDER TO PREVENT DAMAGE TO EXISTING UTILITIES AND THE ADJUSTMENT AND/OR RELOCATION OF'� SAME IF REQUIRED. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL jurisdictional Agencies REQUIRED ROAD CROSSING PERMITS. RO�iON ONTR�„�TE>� 13. CONTRACTOR SHALL COORDINATE CONNECTIONS TO EXISTING STORM 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL a-nurvus 9 � (Permits/Approvals) _ DRAINAGE FACILITIES AND SHALL VERIFY LOCATION AND ELEVATION WITHIN BEST MANAGEMENT PRACTICES FOR THE DURATION OF THE OF SAID FACILITIES PRIOR TO THE START OF CONSTRUCTION. ANY PROJECT UNTIL SUCH TIME AS THE PROJECT HAS BEEN CERTIFIED AS '`'•:. CITY OF SEBASTIAN - PRELIMINARY PLANNED DEVELOPMENT APPROVAL } FACILITIES DISTURBED SHALL BE REPAIRED TO EQUAL OR BETTER COMPLETE. .- `k< C17Y OF SEBASTIAN LAND CLEARING THAN EXISTING CONDITIONS. t CITY OF SEBASTIAN - TREE REMOVAL 2. THE CONTRACTOR SHALL SEED & MULCH OR SOD ALL OPEN SPACE CITY OF SEBASTIAN - TYPE "A" STORMWATER - (PHASE 1A AND 1B) 14. CONTRACTOR IS ADVISED TO FAMILIARIZE HIMSELF WITH THE AREAS TO BE GRASSED IMMEDIATELY FOLLOWING FINAL GRADING AND INDEX .OF SHEETS OVERALL SCOPE OF WORK TO BE PERFORMED PRIOR TO SUBMITTING A COMPLETION OF ALL UNDERGROUND UTILITIES. INDIAN RIVER COUNTY - UTILITIES DEPARTMENT - (PHASE 1A AND 1B) BID. INDIAN RIVER COUNTY - RIGHT OF WAY PERMIT - (DRIVEWAY PHASE 1A) - 3. SILT FENCES SHALL BE INSTALLED ALONG LIMITS OF 1. Title Sheet 15. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CONSTRUCTION. ' �JDIAN RIVER COUNTY - RIGHT OF WAY PERMIT - (UTILITIES PHASE 1A) OWNER OF ANY CHANGES OR DEVIATIONS FROM THE ORIGINAL PLANS 4. SILT FENCES SHALL BE INSPECTED AFTER EACH RAINFALL AND e"T. JOHNS WATER MANAGEMENT DISTRICT - ERP (PHASE 1A AND 1 B) 2 Vicihifi Ma [ EPT. OF ENVIRONMENTAL PROTECTION - WATER - (PHASE 1A AND 1 B) PRIOR TO CONSTRUCTION OF SAID CHANGE OR DEVIATION. REPAIRED IMMEDIATELY IF DAMAGED. f)EPT. OF ENVIRONMENTAL PROTECTION - SEWER - (PHASE 1A AND 1B) 16. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS TO 5. ALL SIDE SLOPES OF STORMWATER MANAGEMENT AREAS SHALL BE 3. Survey SAFEGUARD ALL ,EXISTING STRUCTURES AND UTILITIES. ANY DAMAGES - SODDED ON COMPLETION OF FINAL GRADING. SHALL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE. 4. Preliminary Plat 17. THE OWNER RESERVES THE RIGHT TO REQUEST FROM THE CONTRACTOR ASPHALTIC CONCRETE SURFACE COURSE MIX 5. Clearing Plan CERTIFICATIONS TO ASSURE COMPLIANCE WITH F.D.O.T. SPECIFICATIONS. 6. Master Stormwater Plan ` . � `� F!AYgtd NT N 18. ALL SITE CURBING SHALL BE MIAMI TYPE CURB UNLESS 1 . STRIP THE PROPOSED CONSTRUCTION LIMITS, INCLUDING A MARGIN / . Stormwater Plan A OTHERWISE NOTED. OF AT LEAST FIVE BEYOND PAVEMENT EDGES, OF VEGETATION, ROOTS, pp 5� o \ RUBBLE AND OTHER DELETERIOUS MATERIALS. WE EXPECT AVERAGE G7. Stormwater Plan B y' �oP s � \�yy 19. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF SEBASTIAN CLEARING AND GRUBBING TO DEPTHS OF UP TO 6 TO 12 IN MOST AND INDIAN RIVER COUNTY SUBDIVISION REQUIREMENTS AS APPLICABLE. AREAS OF THE ROADWAYS; HOWEVER AT SOME LOCATIONS GRUBBING 9 � WHERE APPLICABLE, STANDARDS OF THE FLORIDA DEPT. OF TRANSPORTATION J' Stormwater Off-site .. DEPTHS OF UP TO SEVERAL FEET MAY BE NECESSARY � TO REMOVE goy ROSELAND "STANDARD SPECIFICATION FOR ROAD & BRIDGE CONSTRUCTION LOCALIZED POCKETS OF ROOT MATS AND/OR LARGE STUMPS. THIS 10. Sections ti g SHALL BE UTILIZED. AND APPROVED BY 9y STRIPPED AND GRUBBED SURFACE SHOULD BE EXAMINED A THE ENGINEER BEFORE PLACEMENT OF SUBSEQUENT FILLS. ANY ConSfirUction Details 505 20. POTABLE WATER AND SANITARY SEWER SOURCE IS INDIAN RIVER EXISTING COLLAPSIBLE OR LEAK PRONE UTILITIES SHOULD BE Utility SEBASTIAN MUNICIPAL COUNTY UTILITIES. COMPLETELY REMOVED FROM PAVEMENT AREAS. 2. Utility Master Plan AIRPORT 21. CONTRACTOR .SHALL PROVIDE MAINTENANCE OF TRAFFIC PLAN 2. PROOF ROLL THE STRIPPED SURFACE WITH A VIBRATORY ROLLER D TO THE CITY OF SEBASTIAN DEPT. OF PUBLIC WORKS. WEIGHING AT LEAST 6 TONS UNDER THE SUPERVISION OF THE ENGINEER, 13. Utility Plan A TO LOCATE ANY UNFORSEEN SOFT AREAS OF UNSUITABLE SOILS, TO N Q Utility 22. CONTRACTOR SHALL' COMPLETE I.R.Co. UTILITIES 72 POINT PUMP INCREASE THE DENSITY OF THE SHALLOW VERY LOOSE TO LOOSE FINE 14. l.tt]l]ty PlC1n B a 512 J �� STATION CHECK LIST PRIOR TO INSPECTION REQUEST. SAND SOILS, AND TO PREPARE THE EXCAVATED SURFACE FOR THE ADDITION OF THE FILL SOILS. EACH PASS SHOULD OVERLAP THE 5. Utility Off -Site LAKE DR. Q 23. CONTRACTOR SHALL NOT REMOVE ANT TREES FROM PROJECT PROCEEDING PASS BY 30% TO INSURE COMPLETE COVERAGE. IF DEEMED SMOON OUTH SITE WITHOUT PRIOR AUTHORIZATION FROM PROJECT OWNER OR NECESSARY, IN AREAS THAT CONTINUE TO YIELD, REMOVE ALL 16. Utility Off -Site PROJECT �w0 UNDER 4� ENGINEER. DELETERIOUS MATERIALS AS INDICATED BY ENGINEER PERSONNEL AND LOCATION REPLACE WITH A CLEAN COMPACTED SAND BACKFILL. THE PROOF- wrDRow d 24. EXACT LOCATION OF EXISTING UTILITIES ARE APPROXIMATE. THE 17. Profiles DR. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND VERIFY THE ROOLING SHOULD OCCUR AFTER STRIPPING AND BEFORE FILLING. ,, SEBASTIAN THE EXACT LOCATION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL 18. Profiles a N NOTIFY THE UTILITY COMPANY OF ANY DAMAGE DURING HIS CONSTRUCTION 3. CONTINUE COMPACTIVE EFFORTS UNTIL A SOIL DENSITY OF AT m W b LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D EFFORTS, AND REPLACE OR REPAIR DAMAGE TO THE SATISFACTION OF 19. Profiles SAN �, SEBASTIAN THE UTILITY COMPANY, AT NO ADDITIONAL COST TO THE OWNER. 1557) IS ACHIEVED TO A DEPTH OF 12 BELOW THE STRIPPED SURFACE, SPRINGS INCLUDING THE FIVE FEET MARGIN. DEPENDING ON WEATHER 20. Utility Details 25. THE CONTRACTOR SHALL GRADE THE SITE TO THE FINAL ELEVATIONS AS CONDITIONS OR OTHER FACTORS, THE ADDITION OR DRAINAGE OF WATEP, EIa�LAR DR. INDICATED IN THESE DRAWINGS. HE SHALL SOD ALL ADJACENT AREAS MAY BE NECESSARY TO AID COMPACTIVE EFFORTS. ADDITIONAL PASSES '7 1 i it]ti{,�� T1ett�i]S Sys Z �- DISTURBED BY HIS CONSTRUCTION EQUIPMENT OR PROCESS WHICH EXCEED A AND/OR OVEREXCAVATION AND RECOMPACTION MAY BE NECESSARY IF L. 1 • Utility �„Y L 3:1 SIDE SLOPE. ALL OTHER DISTURBED AREAS, THE CONTRACTOR SHALL THESE MINIMUM DENSITY REQUIREMENTS ARE NOT ACHIEVED BY THE 22 Pumping Station °9�� D SOD OR SEED AND MULCH IN ACCORDANCE WITH F.D.O.T. STANDARD REQUIRED PROOF -ROLLING. p �� � PELICAN SPECIFICATIONS, SECTION 575. 4. FILL TO SUBGRADE LEVEL USING CLEAN SANDS WITH LESS THAN 5% �� `" PARK PLACE 26. IMPROPER DRAINAGE OF PAVED AREAS AND DRAINAGE SWALES WILL SOIL FINES PASSING THE NO. 200 SIEVE. STRUCTURAL FILL SHOULD NOT BE ACCEPTED. ANY PONDING OR IMPROPERLY DRAINED AREAS WILL BE FREE OF ANY ORGANICS OR OTHER DELETERIOUS MATERIAL. THE BE COMPLETELY STRIPPED OUT AND RE -GRADED OR RE -PAVED UNTIL ALL FILL SHOULD BE PLACED IN UNIFORM 12' LOOSE LIFTS AND COMPACTED DEFECTIVE DRAINAGE . IS CORRECTED, AT NO ADDITIONAL COST. TO 959b OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557). Location wlr�� CLEAN AND ORDERLY MANNER DURING CONSTRUCTION. ALL TRASH AND 27. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE SITE IN A (NOT TO SCALE) DEBRIS IS TO BE REMOVED ON A DAILY BASIS, OR IN A REFUSE CONTAINER APPROVED BY THE LOCAL WASTE MANAGEMENT AUTHORITY, AND REGULAR REMOVAL IS TO BE SCHEDULED BY THE CONTRACTOR. m a' 28. TRAFFIC CONTROL SIGNAGE SHALL BE ERECTED AND PAVEMENT MARKINGS Q, SHALL BE APPLIED IN ACCORDANCE W/ M.U.T.C.D. AND APPROVED BY THE GOVERNING n m AUTHORITY SPECIFICATIONS. ALL TRAFFIC PAVEMENT MARKINGS SHALL BE C�r C:> A T ni EXTRUDED ALKYD BASE THERMOPLASTIC. C=) 29. ALL PROPOSED MODIFICATIONS TO APPROVED PLANS SHALL BE SUBMITTED TO THE ENGINEER IN WRITING FOR CONSIDERATION. 'NO FIELD CHANGES OR r+ DEVIATIONS FROM THE APPROVED DESIGN SHALL BE MADE WITHOUT PRIOR CONSULTATION WITH THE ENGINEER. 0 30. FINISHED FLOOR ELEVATIONS FOR LOTS SHALL BE AT LEAST 18" ABOVE j•���+-����+` �• 1�+0+-��-++`� INC. 3M. THE CENTERLINE OF; ROADWAY. sr v, M N CONSULTING ENGINEERS 31. THE ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE PRIOR 1 TO ANY INSPECTIONS. 1623 N. U.S. Highway 1, Suite B2 6767 N. Wickham Rd, Suite 400 32. THE CONTRACTOR SHALL SUPPLY TO THE ENGINEER DENSITY TESTS ON ALL Sebastian, Florida 32958 Melbourne, Florida 32940 SUB -GRADE AND BASE WORK. THE CONTRACTOR SHALL INSURE THAT ALL Ph.(561) 589-4800 r� Ph.(407) 255-1175 C DENSITY TESTS ARE PERFORMED PER AASHTO T-180 METHOD. Fax(561) 569-2742 AUG Q ! 19�� Fax 407) 253-4439 rn - c ns Ct on C6 ns o m STEPHEN E MOLER, P.E. FL.#33193-.� i 9719PPT13.dwg c 1998 MASTELLER & MOLERINC. 1 C3- ro i O / River's Edge i 23 22 / I I i Roseland 1 1 � / , I , City of Sebastian .W • ; " I ! Limits [� , 1 • 1 1 Sebastian Municipal ----------------- i a • I Airport. ' ` / /,� i ' ``\` ``♦\ 1 ; L`---------- ------------------, • 27 28 ' 29 ------------- J. `• O ` City of Sebastian ---------------------------- ------------------- `---------------------' `----, • �.2. --------- �, \ •`•`� , ' • { t<�;r`, ,.1r f'�af`}~�w,wwt� `( 5 •�--------------- ------,------------------�—?— ------ ZJ- 1 ,i ------- ------------------------- IV ,r V.,Sebastian Municipal PoinWoods --o!f Course - -- ------------- -- ---f-1 ' -Jt, i --------------------- --Z� , f' 1 I , .` ---- - Sebastian Municipal • c } Golf - `\ _rrrvr ry �'�'rr rrv�rrry� - C - ------- '-- -------- ► ., � , , 1 `♦ ♦ nurse -- - ; � N. r_t pProjec4 j( 0.Sit o \ \-------------- ♦� �- . • . I r k 1 ------- 1 ! t ---------- `�� , �� `---------------------------- ' I j •f I QI I �..---------------- 01 ------- �t o --- --- 1 ' .�t.+� �, , II � 0 11 r; t , 1 ; 4 , 1; t t ----- --- 1 J 1I ,— q F ( t Lr ry 1' — F ♦1 -- I ; ; 1 MAIN �TREEZ — — — — _---_--------, 1- MAINI- lo �F ----- -- -- _ ,T— ,� .. + t IF S,� ��o�F as 1ariHi ndsy -;' / o 00, / �. \\So \tic, / 00, *01 G 01 lo01 C `Q r •00 '�� \ �' \fes \ \ `\ \ ' / G0� , 19 ol \ C O.�� �i ' �� ��� �`.'� ,�, `�.'. � CREEK vicinity Map 9743VIC. dwg Preliminary Planned Development Plans 'TMa t a r DRAWN B.A. M M AS T E LLE R & M O LE R, INC of M to &Mole , which b.a, the ��>�4ht a e e dt Maer, Mc. h vested solely h DESIGNED B.A. ' forMasteser & Mder, Inc. These documents are - - 1 provided to the owner solely in connection with this project. Any other use or reuse of these - M documents or any reproduction, display, sole, or CHECKED �j.E.M. CONSULTING ENGINEERS ^' Collier . „ , other disposition of these documents by anyone • Is expressly prohibited without consent of ¢a�j +� Copyright & Molar, Inc. pursuant to the Federal - _ _ I - DATE /98 Copyright Law.' N0. DATE DESCRIPTION DR/APP 1623 N. U.S. Highway 1, Suite B2 6767 N. Wickham Rd, Suite 400 Sebastian, Florida 32958 Melbourne, Florida 3 n2940 ! r SCALE 1 =400r Ph. (561 589-4800 Ph. (407) 255-1175 REVISIONS Fax (561 589-2742 Sebastian@1997. SHEET 2 01 -Fax 407) 253-4439 Indian River count1997, MASTELLER & MOLER, INC. STEPHEN E. MOLER, P.E., FL 33193 DWG NO 9743 ( y Florida:... �- y"3 V m rn rn rn v v a; CM 7 t_ a J CL M v n rn i rn 0 U i M rn 0 CL ro rn T. 54 CONNECT TO •-.., � � , / 7,, �� City of Sebastian Municipal Golf Course LAND USE: INS EXISTING .12-0 ,��"I % ?e4s� ZONING PS �C/ /` 08 32' E 566.00 WATER MAIN `\ �7\/! o 1 + 00 5 Trddt "E" i 331,90' ?. R-315.00 \ -� L=•2D40621 s� OWner Applicant to=37'15 54 N7 Tract „G„ \ F Onsite Management Group, Inc.w 4445 N. A-1 -A, Suite 250 Vero Beach, FL 32963:' t Tract "D" PH. (561) 234-9988P-285 00 L=284.43 �� Engineer r . Ton -155.33 \ NOTE Delta -57'10'55" + t s� Masteller & Moler, TRACT's G AND I ARE CONSERVATION Inc. o N45'o8'31"E 1 R=175.00 \\ N \ ��y GRAPHIC SCALE �' �•/i` w 133.00' L=82.95 \ \ �� - EASEMENTS 1 623 N. U.S. Highway 1 , Suite B2 / Sp O 5 Tan -42.27 \ \ i9, Sebastian, FL 32958 100 C so 100 200 ,� / 1 - X, Delta=2T09'32" '� ."� \ /\ P.R.M. (TYP.) CONSTRUCTION2. TRACT H ISO AND S NOB PART OF FUTURE RIDGEPH. 561 589-4800, .. , :. ., N450831 E Stormwater �- �s \ N� THIS APPLICATION Surveyor 1" 141.73'== ss ` 1 Tract .,8,. <D \ i 95. IN ltt'ELT ` l @ `;S?o'F David M. Jones i inch = 100 it. do s 2345 14th Avenue N45 '08'31 'E i� J ► o• Vero Beach, FL 32960 141.20' m R- 5.00 //// ;1 �•,�`• Cr) oI Ton 1 7 o .40 s� N '00 PH. (561) . 567-9875 / t .�� oo alto -07'F J - t +"r's'SN45'08'31"E o•�(3)4. F ,40.64' 5 BUFFER,�Notes: �12voT To BEF 1. The project shall have water and sewer service " 45.00 DISTURBED ) •o o� provided by Indian River County Utilities. / / �; / 01 N45'08'31 E f 51.74 N�, T. tl'� .�' 128.95' Ito�sa52,18. 1S�g ��' 2. Power shall be provided by Florida Power and Light W r s 3. Telephone shall be provided b Southern Bell P P Y 4. Cable television shall be provided by Falcon Cable. N45'08'31"E 'o s •06 g p - 5. The contractor shall coordinate with all applicable Recreatlotl�\ mss. �o �� FUTURE DEVELOPMENT PP 147.18' 11 5 c( Area ` ���Os ti°c• F� 1 �� utilities prior to commencement at construction. / /� / �' ti• - 0.0 -0;slX 6. All rights-of-wa draina a utilit easements L-137 ti Phase 2 °Y► 9 Y ` G,6o 25'BUFFER common areas, and stormwater management tracts i ' O „ 2.58 d9 \ ?'O ♦ i N45'08'31 E Delta 4694'22 '���' \ 'L<a oo �o I NOT TO BE including sidewalks are intended to be maintained ,( �,��s, ��• 9 perpetually I 176'80 A• F R=345.00tr�� 2 DISTURBED by the to be created Collier Club Property Owners Association. L-401.39 O O Tan -226.89 p- 7. All public authorities including but not limited to \ \ 1 N45"08-31 "E �, Vi i, Delta -66'39'40" / q r, \ \ `oo P g / P �, police, fire, and ambulance, have the right to use ,z s�o 139.23 / /t �. �, '"�a,,,,,�� �,,,,.� X so• ��wos any of the lands maintained by the property owners \ \ ( t 8 f Nasos'31"E-,,,,,� - �. association. ;9,j o � ® ► � � 11x.86' � : I � _ �,. IN45'08'31"E rn 125.17' • u' I I N45'08'31'E N Park " La59.D30 111 �`L ` a , S.J. R. W.M.D.\ � ® Denotes P.R.M. locations 3. 1 0( O 4" t ,%JURISDICTIONAL I ' O 9 I I 1 125.00' p 1� Ta 929.7 I. \ I 1N45'08'31 "E 1 1 r 1 19�� 6 alt 441 85 "�� LINE i m S 125a C2�• ` Legal Description �, I 125.00' � (� 111 s7 ", �� � \ � � p ,0 10 �' N45'08'31 E 9 BEGINNING AT THE NORTHEAST CORNER OF LOT 7, BLOCK 3. ROSELAND I I + N45'08'31"E J 1 1 12� 00 84 SF- \ J GARDENS AS SHOWN ON THE PLAT THEREOF RECORDED IN PLAT BOOK 8, 110 S 5 PAGE 25. 125.00 �� PUBLIC 'RECORDS OF INDIAN RIVER COUNTY. SAID POiNT LYING s 1 ° I s I O 88� \ N1S 2o�p ` \ ON THE SOUTHEAST LINE OF THE FLEMING' GRANT; j �+ _. N45'08'31"E y5 \ \ L ^ THENCE N44 24 33 E ALONG PROPOSED AIRPORT ROAD WEST RIGHT -OF - Roseland Gardens ( ; o i 11 I I 125.00' ♦ X21 O° 83 ti� \ \ WAY LINE A DISTANCE OF 1977.94 FEET TO A POINT; THENCE N45'08'33"E A Indian River Co. 1N45'OS'31"E I t 1ry�' 25° ��\ DISTANCE OF 566.00 FEET TO A !POINT; THENCE S78'37'46"E A DISTANCE OF U D 109 ♦ 89 �� 29 112.96 FEET TO A POINT; THENCE S72 -01'19"E A DISTANCE OF 81.65 FEET I 125.00' r „ 129' c9 Tract "I" s� TO A POINT;THENCE S77"10'49"E A DISTANCE OF 134.57 FEET TO A POINT; PLATBOOK 8, PAGE 25 r', rn i .� I N45'os'31 ♦ �� � \ o ' . - I I 31 I I I E �'�"82 w THENCE N73 OS 00 W A DISTANCE OF 1 35.72 FEET TO A POINT; THENCE 0 12 I I 125.00 20 DRAINAGE 2J° L \ i9� ts= S80'59'02"E A DISTANCE OF 48.60 FEET TO A POINT; THENCE 75'54'15"E LAND USE: L-2, 6:1 ( I N45'OS'31"E I 4 I EASEMENT 152 �Z \ \ �'�d, ��, A DISTANCE OF 90.46 :FEET TO A POINT THENCE S76'03'01 "E A DISTANCE 1`0' ( " 1�n \ OF 103.42 FEET TO A. POINT; THENCE S69'06'36"E A DISTANCE OF 261.37 ZONING RM -6 I ( _..r ( 108 90 2 \ 125.00 0� a FEET TO A POINT; " r "tJCE S70'45'09"E A DISTANCE OF 399.38 FEET TO A I `O R, rn N45'08'31"E Dc � � � s9A ., . s, 0 13 I ��� 1 125.00' 1jk5 °° �s 81 �y o. \ POINT; THENCE S7- 15 E A DISTANCE OF 206.50 FEET TO A POINT; o 5 oa 9�� t t,+ ` THENCE S73'45'52"E A DISTANCE OF 53.63 FEET TO A POINT; THENCE • iN45'08'31 E t07 20' DRAINAGE ♦ O , N. 129 w r 566'38�48��E A DISTAt�JCE OF 209.66 FEET TO A POINT; THENCE r 125.00' EASEMENT ,g5� \ 'r+ \ S65'50'37"E A DISTANCE OF 141.94 FEET TO A POINT; THENCE i' 't�"ba3iE' � ♦ � � 80 ..� c^\ � �� � S63'05 22 E A DIST^.;vCE OF 94.73 FEET TO A POINT; THENCE , Stormwater X15 5�° \ 2 \ S53'18'32"E A DIST:-\N`E OF 58.96 FEET TO A POINT; THENCE 14 I I �, „ ♦ 12 a"•l''S 9g ��1 S39'19'49"E A DISTANC8E OF 64.78 FEET TO A POINT; THENCE N45'08'31"E 106 i -i Tract A ` 9210 \ 126' , 1 1 SAID A DISTANCE OF 65.13 FEET; THENCE S45'08'31"W ALONG u, I _ . l LEMMING GRANT LINE A DISTANCE OF 1573.42 FEET TO THE POINT OF 125.00 ' - 4525.00'"W R=275.00 Phase 1 ` �� ti`'°• '\ ` � 20 1� ACRES MORE OR LESS. 1_71> 0 15 _"Nei6 d I L-434.33 ♦ 5 6 0 BEGINNING. SAID PARCEL CONTAINS 51.13 " I 1 1 Ton -277.37 ' 93 k°E 1 y I N45-08'31 E a 1 105 2 d'- " Detta=90'29'28' ♦ .56 2 78 .,� I_ ( �• I ( 129.24'.016.06 ;N 12yp0 I I ) 0 16 250 20 DRAINAGE 94 i .. !. o i P ase 2 \ \ \ O� S,-,• 'N45'08'.31 „ 1 EASEMENT 1 E 104---i38.4a 3 147.95 411' 7-77 01"F" \ - !' ' t� (J1I \ 20 U 288.77 2 DRf (NAGEh o 17 �` v �co EA5EM NT �EASEME41 � I � z �` 1rL�' 103 N45'08'31"E \ O N �; -• -• -i 76 .,� 'rte i ;�, I o��� �� ( ��- _ 184.63' o ,A• l \ _ �J crnn I ��,� `` ' o� 10 101 0 100 0 99 0o ri 98 tv 97 96 o ni 95 - 75 01, N45'08'31 -E 3 \� 521.0 N I \ ) 155.62' t � - - - - - - - - .� i� '"oo rn �� P I 19 - P rk -�- �+ 12+00 1 o I O N45'08'31 "E - .64 74 "E �y e IN45'08'31 "E t Jr �t0 9 ..,-- . - 8.,,..- t��2�6.00 _ 12� I i l "/r �s'd' 117.82 1.07.41 - ` / /; =o•,.ut' 220 , \ a 128.27' ( o o s / Tan=42.83 Parr. N 02 rn \ � t �>�y�� 33 � 34 .. � �� j� � pelta=zab3'Ss• �39� � � ` �ww: ► i ( o I 20 , " a a9O oo O I I I 47 C 48 1 n ,IV45'08'31 "E �� 73 2"E �\a'- N450831 E �.g ► I ` \ _ - I I / 93.?0' 535.37'30 W 2B3 N45'c_�'31 E -• r - � 23 • _ � 1 I 1 125.00' /a ,/ o0 97.37 \ o, I 125.01 125.00' i 125.00' 125.00 L % I j \ R ,2 D 1 1 ( rn � 49A1 / i/' 60 N an�174.79 „ 1 0 32 0 35 I I o 49 I 7 ti I 1 1 I o 46 0 1 „ 0 61 it o7 ss'y Q IN45'08'31 "E /H I' r I N45'08 31 E o "W N2 • ,,, I 1 rn 125.00 125.01' 125.00' iD f 125.00' 125.00' / 106.61 S35'37 30 ��� 4 `LA t _ 1 ► � Ln 1 , I Cr) 10 11 con ii I I a I a i 22 s I 31 0 36 1 ..g i ("45� 0 50 j i ..x J 59 a, �0 71 ,q�"E� ��, I - I I PRz'Tse lc. Phase 2,/// I l N45'08'31"E N P / " 6 \ fl ( , . , / N45'OR 31 E b N 62 \ N2 g.23 � ✓ •� w , j I t rn 1 125.00' I 1 125.00' `! 125.01' �[ I 125.00' 125.0 ' i 118.95' o 30"W 13 \ ^ \ 1 1 t vt Q rn 4► rn / rn •S35'37' \ r^ I I I I I I to rn CT N t 1 1 a 23 I 30 0 ° 37 p __' -1 44 0 .3 51� / _.1 Ul ""�' 129.95 70 „w j I 11 0 0 1 C'-/V`� I O v_ i 1, I 5$ a, Lo, 1a 7.4g 52 1 ! ` 1 ( iN45'08'31"E I - ,,3 „ " cr w, I 1: N45 -08'31"E N45'G�8t31 E N45'08 31 E trn 63 \ \ 142• w .n j I I to J,,125.00' 125.00' rn 125.01' s 125.00' a)1440r', 129.86' 0 5.3730"w A Q, S3 R .O I v j ► (, ; 29 0 38 P :__ f 52 � 140.08 CT p5 69 `z 0= ► I O o O / � p N45'08'31 - . - t i �� N3914'15"�\ �t 1 I 1 �4S cps r NI45'08'31"E 0 6�' ' 123.54' t;► \ rr+ 1 I 100.01 1 t ! 99.99 100.02 1 O t 100.01' 14P.01' t 116.85 0. 37 30 W t \ -� N 15' DRAINAGE t , S35' is Ln 1 1 ► EASEMENT o ' / l 123.47' \ tea, �.CA °0 28 , x o 1� / a x o 68 'W �? 25 , mfo xA O _ r o 56 \�_ -q a 39 giI. A, 42 < / 53 - �,yI* 'A; r/o AAA`� s C N / . I I I 1 V 1 + ?• -' / '.> ? 1 /., - e�j ? -i - 6 5 Z c'' \ / t i I �`' O� ` -• �' svv' 0�?' s�S /N� ` 6'��• X85'. ID �, \ 1 _ ,� cv '0./ N� O p '4r. S p roV j V �b 26 , rv_ 27 S >, p�' n'01 ' '4 v, ►`' P CO. c, p 67 .r• vco t 1 •Ol,• OI o o So �, sO ��D 40 a o 41 S�,0.1i?' S4 0 0 55 �9�, s�C, 66 Nj.h U: 0D4: Sebastian Highlands \\ POINT OF BEGINNING ( \ r- _ � to �� �,� Q 20 UTILITY ��_ i _ �____...___ r^ EASEMENT '�5 , �rn FORCE MAIN TO BE CONSTRUCTED PLATBOOK 5 PAGE 14 e `a` / /+00 I " TO OFF SITE PUMPING STATION \ �232.11' / t M r LAND USE. LD 60.22' 0 150.01 149.98 i/ i50.03 1 Tract "F" 150.01 PROPOSED 50 BUFFER ,67.72 r w � _-- ZONING RS -10 \ ) I - 1347.55 cn - 165.65 '08'31"WS451573.42' i � 9743PLAT4.DWG Pref ' m i n a ry Plat DRAWN B.A. M AS T E LLE R & M 0 LE R f M t all documents which boor the copyright In B.A. of Hosteller a Molar, Inc. is vested solely In DESIGNED INC.• a Mosteller h Molar. Inc. These documents oro 3 7/13/98 REV. PER S.J.R.W.M.D. COMMENTS BA/SEM , Consitruction hiG`n�` provided to the owner solely in connection with this project. Any other use or reuse of these CHECKED S.E M. M CONSULTING ENGINEERS for dawmenta or any reproduction, display, sale or ' 2 7/8/98 REV. PER S.J.R.W.M.D. COMMENTS BA/SEM ry ti other disposition of these documents by anyone AUG ��� ., - _ Is expressly prohibited without consent of U (� 1 6/22/98 REV. PER S.J.R.W.M.D. COMMENTS BA SEM costaller & Molar. Inc. pursuant to the Federal DATE 11/97 _ Collier Club Subdivision p>"9htLaw. SCALE 1 =100' / 2205 14th Avenue 5211 Okeechobee Road N0. DATE „ „ DESCRIPTION OR APP Vero Beach, Florida 32960 Ft. Pierce, Florida 32947 SHEET 4 22 REVISIONS 3 ) ySebastianEPHEN E. MOL .E Ph. 561 567-5300 Ph. 407) 466-9200MOLER, P Fax 94 -ELLER & MO f 3 J � 9 J - -. Fax 407 466-9230 Ver' County F 561 los Indian River FloridaFI ori dcl 1 LER, INC.iNC e . L� DWG No 1'IJ� I - i I / / \ SOIL EROSION CONTR ?' / ►` TYPE 111 SILT FENCE (TYP. DO NOT DIST RB DENOTES LIMITS OF CLEARING :. i ... BEYOND THiS N EXCEPT WHERE SH N DENOTES AREA TO BE FILLED \ ...:: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL WITHIN BEST MANAGEMENT PRACTICES FOR THE DURATION OF THE PROJECT UNTIL SUCH TIME AS THE PROJECT HAS BEEN CERTIFIED AS COMPLETE. 2. THE CONTRACTOR SHALL SOD ALL OPEN ' / � :Y + c L SEED & MULCH OR SPACE r „ .. AREAS TO BE GRASSED IMMEDIATELY FOLLOWING FINAL GRADING AND -N. O \ COMPLETION OF ALL UNDERGROUND UTILITIES. / �� f= 'f 3. SILT FENCES SHALL BE INSTALLED ALONG LiMITS OF \� \` L ' t \+ CONSTRUCTION. N, ` 4. SILT FENCES SHALL BE INSPECTED AFTER EACH RAINFALL AND - s LIMI \ GTIONAL LINE REPAIRED IMMEDIATELY IF DAMAGED. !' CLE R JURISD �o•"" 5. .ALL SIDE SLOPES OF STORMWATER MANAGEMENT AREAS SHALL BE SOIL EROSION CONT OL SODDED ON COMPLETION OF FINAL GRADING. TYPE Ill SILT FENCE (TY ) /�►/ / I 6 �� ''y,� LIMITS OF CLEARING ` / Post (Options: 2"x 4" I Optional Post Positi — Principle Post Position r' / / 2� Min. Dlo. Wood; Steel O (canted 20° Toward Fiow) ALJ I _ /// /Q /�// / � \ _ � � •,•". • � ' •'•'• .. � cb' '• • • � .: .,,{< c� -��- _ ��Filter Fabric (int.33 Lbs/Ft. MInJ Conformance Ith'ax. 0 Sec. 85 FDT Sp ec) i , l Filter Fabric / \ ` II [f �� °far • .!�i�r,�I. ��,+ �i�. \ / Silt Flow I ... �. I t . t • 86 / . 112 :: ,' y ELEVATION SECTION j '!' g4 1........... ' 1. \ 3_ t .�!Note: Silt Fence to be aid for under the contract unit price for Staked Silt Fence (LF).'o° 85 TYPE --- SILT FENGE .. .... y1 .. ..': g4 I I = ...........mf 110 ...................... 88 �'• \ ` _ i�.j 109 89 il• , . r I �. \ i ;-g,-.. �.' ,. 81 TOP O F _ 1 ; . I !a r ' : • : ' ... } O TYP.) Type .. Silt Fence Protection •. .. . cion .. / Around Ditch Bottom Inlets. r IS{ 107 . ..... .................. 3 I 1 z rww 'stormwate .. of .�,'. 80 Do not deploy in a i act as a dam permanent flowing manner that slit fences will across erm f watercourses. Silt fences are o ! •I? • ; Tract A ; •.. i t be used at upland locations and turbidity barriers I .i. i :. Q used at deormanent bodies of water. 1 j 106 92 �t\G / ,r D O �+ 1"�': NO IST B i .. .. ..y 51LT FENCE APPLIGATION - I t �'• s 7g BEYON HIS INE (TYP.) 5 *'.... ........................................... EXCEP HERE SHOWN j , .. e A' rCD 93 O ... 105 .. .. . ' .. �:. +.' $�ir.� iy e ''i, 78 %rE Q9TrAI�.. I! .T. x �1 16 E .... 94 �• .. . . j Y J �.. .. .. ... S�2 .5./ + .. T (p � •�; : ;.� ... '•'• . .. .. .. ... ... ... 'r SOIL E SI N = I •; �. i'. 104 ......... ..... • .... �` 77 CONTROL �N 4 r. I TYPE L CE - CD x�,\LIMIrS o F ( ! et LE 6\RING 10 '' 101 100 99 98 97 � 96 95 �' �• H T w0�i —.` ._ -� I f .....-i.,. '• .'.). '�:. �• C O N S TR U C T P O R A R Y Y BALE A l _ ,A.' i �,, ,,, t �.;\ EROSION CYN OL SYSTEM 1. STRIP THE PROPOSED CONSTRUCTION LIMITS INCLUDING A MARC IN 177 I /,/ ;;,� " , .• =C`"`` "`"' ""` `,' FIVE' BEYOND PAVEMENT EDGES OF VEGETATION ROOTS \ ro, .• to 4oG .. +m... .� ... • � r 19 .:, ...... .... ' r -,-r.';'. '.i.'� �. :.':, '..' ` RUBBLE AND OTHER DELETERIOUS . . ..., �.;.. ..•1(X MATERIALS. WE EXPECT AVERAGE l ( .. `�^ .::•r...,... ,. rr,,d`�:-... � . r...4,/r\IJ/ Ix./ i�I....1./•1 r' l . f • ` ',•J`:•;'� - - - rs rr t.�. ._.__ ...... ......i.,;...:':" AND GRUBBING TO DEPTHS OF UP TO 6 TO 12 IN MOST ;• k.. �•, r• _r . x CLEARING I I `•vx '. Y f c "' : , r / s•' \ AREAS OF THE ROADWAYS; HOWEVER AT SOME LOCATIONS GRUBBING J, I "O( 11 _ j' /�•/ Q�• : DEPTHS OF UP TO SEVERAL FEET MAY BE NECESSARY TO REMOVE 34'.x. �� LOCALIZED POCKETS OF ROOT MATS AND/OR LARGE STUMPS. THIS ti'.CD STRIPPED AND GRUBBED SURFACE SHOULD BE EXAMINED AND APPROVED BY I THE ENGINEER BEFORE PLACEMENT OF SUBSEQUENT FILLS. ANY t� EXISTING COLLAPSIBLE OR LEAK PRONE UTILITIES SHOULD BE /1� l lei I I tV .. i I ( � a •. �. � . '.i :. �: ,�,�• COMPLETELY REMOVED FROM PAVEMENT AREAS. 4.10 1 Q I 1 I 0 32 72 2. PROOF ROLL THE STRIPPED SURFACE WITH A VIBRATORY ROLLER WEIGHING AT LEAST 6 TONS UNDER THE SUPERVISION OF THE ENGINEER I •, TO LOCATE ANY UNFORSEEN SOFT AREAS OF UNSUITABLE SOILS, TO 0 4 R „.'.. C INCREASE THE DENSITY OF THE SHALLOW VERY LOOSE TO LOOSE FINE 71 \ SAND SOILS, AND TO PREPARE THE EXCAVATED SURFACE FOR THE - • I < 22 C .I 31 36 0 ,'.� ADDITION OF THE FILL SOILS. EACH PASS SHOULD OVERLAP THE 62 \ ` PROCEEDING PASS BY 30% TO INSURE COMPLETE COVERAGE, IF DEEMED NECESSARY. IN AREAS THAT CONTINUE TO YIELD, REMOVE ALL DELETERIOUS MATERIALS AS INDICATED BY ENGINEER PERSONNEL AND REPLACE WITH A CLEAN COMPACTED SAND BACKFILL. THE PROOF— T!, , !, t ;� i' S8 f $ ROLLING SHOULD OCCUR AFTER STRIPPING AND BEFORE FILLING. . i y ; . r� • CONTINUE ,.OMPACTIVE EFFORTS UNTIL A SOIL DENSITY OF AT 11 l 43 52 r 69 LEAST 959. OF THE D PROCTOR MAXIMUM DRY DENSITY (ASTM D i • ' ►. :..:.,I••' O j: „ 57 , ? 1557) IS ACHIEVED TO A DEPTH OF 12" BELOW THE STRIPPED ...::: '.. ,s. O a.... INCLUDING THE FIVE FEET D E SURFACE, i �;'••,:�t.'.'.. MARGIN. DEPENDING ON ,':,` CONDITIONS WEATHER _ IO S OR OTHER FACTOR THE ADDITION OR DRAINAGE OF WATER .... r , .:.,� ` MAY E NECESSARY _ , , , , , , • , , , , , , , , , , � , , , • ;;; • ; I '�'• '� ���•' �! .'�' ,,.,` TO AID COMPACTIVE EFFORTS. ADDITIONAL PASSES / I I ;,,.,, ••,,•,,••, ND/OR OVEREXCAVATION AND RECOMPACTION MAY BE NECESSARY IF s / 25 ;: '.1i:�' 28 �•� `• ;~: : #,�_�. 68 THESE MiNIMUM DENSITY REQUIREMENTS ARE NOT ACHIEVED BY THE (I SOIL EROSION I CON'ffZL�L 42 53 � 56 '• O REQUIRED PROOF—ROLLING / ............ TYPE Ili SILT FENCE ( .) LIMIT OF 65 " ` 4. FILL TO SUBGRADE LEVEL USING CLEAN SANDS WITH LESS THAN 5% / SOIL EROSI N CONTROL SOIL FINES PASSING THE NO. 200 SIEVE, STRUCTURAL FILL SHOULD 1 , ,1,�r CLEARING TYPE I11 SILT ENCE (TYP.) ��� D NOTES ARE ` BE FREE OF ANY ORGANICS OR OTHER DELETERIOUS MATERIAL. THE I 27 TO BE F LLE 40 41/ 54 66 67 FILL SHOULD BE PLACED IN UNIFORM 12' LOOSE LIFTS AND COMPACTED ..... f 55 .;� TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557 . . ...._ .... ..........................ly- � ^�* :..._— -so- ..._ .�...... �.t---- . r✓' ......y 9743STRM4.DWG Clearing/ Grading and Earthwork Plans 'Title to documents which bear the copyright DRAWB.A. 3 7/13/98 REV. PER S.J.R.W.M.D. COMMENTS BA/SEM y INC.. of ator k Inc. Is vested solely h Mostallerk Molar. Inc. These documents on DESIGNED B.A. Vonstruction Plans provided to the owner sooty in connection with -- this project Any other we or reuse of these - documents or any reproduction, display, sale, or - CHECKED S.E.M. ' BA/SEM -ti CONSULTING ENGINEERS 2 7/8/98 REV. PER S. J, R. W.M.D. COMMENTS B _ _ iv �C9r = 1 6/11/98 REV. PER S.J.R.W.M.D• COMMENTS BA/SEM j other disposition of these documents by .anyone �G 998 � Most�ler Rr Mdpe prohibited pursuant to the Federal _ �� `a' ®� - �""" DAZE _ Copyright Law.' �/98 NO. DATE DESCRIPTION DR APP 1623 N. U.S. Highway 1 Suite 82 Cto-Iller ' Sebastian, FI d 958 a 400 � 9 Y 6767 N Wickham Rd, Suit Subdivision scAt.E =� DO • --� . • ori a 32 Melbourne, Florida 32940 - Ph. 561 589-4800 E �/ i S i � N S Fax �561� 589-2742 Ph. (407) 255-1175 Sebastian : .. .. �: o � ... :. � : - SHEET 5 of 22 _..._ . ( )ELLER & MOLE INC.C- County ©1 98 AS R IN • Fax 407 253 4439 Indian, Coup.....•..,•. ..., :. _. FloridaFI arida 9 9 3 owc No 9743 .STEPHEN E MOLER, , P.E., FL331 9-3 X \ �/ \ Trac _r NOTE: THERE WILL BE A MINIMUM 25' WIDE UPLAND BUFFER FOR ALL LOTS ADJACENT TO THE COLLIER CREEK Tract "D"` YARD LOT TO BE GRADED TO DIRECT REAR / / a / ``"•+ \ SETBACK ROOF RUNOFF TO STREET WHENEVER ^ POSSIBLE FOR LOTS ADJACENT TO ft THE COLLIER CREEK UPLAND BUFFER PRESERVE 8 ract B 4• +s a`' / Ile- t%� Q o \ aM F.F.- EV. .F.sEV. +18" {lt p I� Recreations / Area BASIN @ 2 JE +Ott CD :11 30+00 © - j \ 20 PAVED ROAD q +o - i(D 1, t l � 85 x g l � jt{ , I � �♦ 1 j 87 `. ,I w, © 88 \ 11 ,� g \ ``:, a 83 - Typical Lot Gradin T e „A>„ y ) g( REA ARD ©: D AGE _a N.T.S. ( 12 -f � i I © ` \ 81 13 l �. I i l 07 © Stormwater 91 0 0 Stormwater Tract "A'' © ao Lake t tAt r1 ' h - w 106 © © ; B 92 �G �.,, 79 /-TOP OF BANK FBI 93 ' 1D _ .:g 105 © \.g O © 94 *100 ;\ \ N 1 \Y 104 . 77 17 \ ,B, B B B B B 12" +12" O - © © © - © © © I e\ O 103 REAR—YARD \ ' 101 100 0 O 0 l ' DRAINAGE � � r, 10 O ,. � 99 gg 97 - 96 95 -- 75 11+W ll.Wb \ i 19 Park t ,f. \ 74 i Park I 20 Q �� 33 34 � 47 48 (�/ !� NOTE: I - " � ': 73 F.F. AIRPORT DRIVE IMPROVEMENTS I I _._sI ��-0 t ''.,`\ ,. SHALL REQUIRE A SEPARATE PERMIT PER S.J.R.W.M.D. I I I t Q 4_8 " I I 21 � 10 46 49 i , � I � 60 61 \ '; �t 72 �0� .. '. �" I I / 1 12 +12 - 0 :C I I22 C I T I 31 36 OO 50 59 a j I 45 - O� < - i 62 \\ - 1 70 r j I 23 i 30 37 I 1I 44 51 / I �I 58 S t / i rU Ic 2.4")' - - / 69 29 38 I 43 � � 52 i 57 �� '`4 •� _. • ___ `PAVED ROAD 0' Ii 68 67 54 55 66 - ( � 40 41 / \ Typical Lot Grading (Type "B") �x Tract ,,F„ , x x---x----x--a�--��• ' -- N.T.S. (LAKE -LOTS ONLY W/ »B,, LABEL) • 4 - - 9743STRM5 DWG „ _ DRAWN B.A. Master mn a S to r 1 i water i l a n "11t1a to all documents which bear the coPYrl9ht Q� j'� of Mostdler a MilerInc. N vested solely In DESIGNED B.A.7 8 98 REV. PER S.J.R.W.M.D. COMMENTS BA/SEM MASTELLER & MVLER! INHosteller Ac Moser, Mc. Theee documents aro4 7/13/98 Construction Plans provided 3� / / REV. PER S.J.R.W.M.D. COMMENTS BA/SEM �;> INC. p r ded to the owner solei M connection with — this project. Any other use or reuse of these CHECKED S.E.M. �` documents or any reproduction, display, sale, or 5/11/98 REV. PER S.J.R.W.M.D. COMMENTS BA/SEM J r%%o CONSULTING ENGINEERS N - i f Q�" other disposition of these documents by anyone M expressly prohibited without eche F of al AUG��� 5/98 * � • Hosteller d< Molar, Inc.pursuant to the Federal - DATE 7 - 1 5/15/98 REV. PER S.J.R.W.M.D. COMMENTS BA/SEM copyright Low.' SCALE ��0 N0. DATE DESCRIPTION OR/APP 1623 N. U.S. Highway 1,. Suite B2 6767 N. Wickham Rd, Suite 400 Collier Subdivision „� Sebastian, Florida 32958 Melbourne, noHda 32940 SHEET OF REVISIONS 6 22 3 ySTEPHEN Ph. 561 589-4800 Ph. 407 255-1175 ©1998, MASTELLER & MOLER, INC. EN E. MQLER P.E. FL 33193 DWG No 9743 Fox — — n OU F 561 589 2742 i dian R ver C nt 1 c y 3 o�... Fax 407 253 4439 Florid „ I / NO COI�TS�a 170 LF / S--•31 GUTTER INLET -\ M. `�CP O O: GRATE - 18.50 T INV. _ 16.05 15., INV. - 15.85 �183 CONST. d5 LF�, /`/ �` / , 7x 1.. \ \ \ / O0 ® 0.23/ / / . / aTract \ EXISTING ROAD RiW 12.5 f VARIES R/W VARIES '• a o CONST. 255 LF` 18" RCP `\ ` j ' PROPERTY ® 1.5590 `\ SNALE / / ,� `•� x° \ EXISTING GRADE 11 � LINE 30 (GCJTT/R INLET) �' \ - - /-v1//.RATE >6 18.5 \ STABILIZED 10t - k INV. 16 O 15 / � ) O -4' � SUBGRADE I �3 \ \ 8' - 8' _ q- SWALE EXIST. / / •� Tract �tD>� 22' 16' 11' 11' AIRPORT R. (UNPAVEDg 1I ko \ ENERGY DISSIPATER `' 60' PROPOSED R/W ANV. 10.00 0 (SEE SHEET 1O OF 22) �• \ /SECTION E-ETYPICAL SWALE SECTION (D -D) P. B CONS 50 LF N. T. S. (N. T. S. T� 20.1536 HEAP �. � 49 / 20.1 \ 0 / _ Stormw\ / - 3 ,aB „ r • 'i Tract 4.1 CONTROL ELa=14. O -32 POND ..B.. OUTFALL) I I I ! - J- CONTROL STRUCTURE + ( EE D TAIL SHT 11 OF 22) CONTERLONEAL �. 2 0, �, I I - o ,� wl .I. ' p �\ 16.0 ; t 1 INV. 10.9 t1 �V+ TOP VIEW {\ oo • CONST. LF \ 16.5 0 RCP ® 0.977. ` � 2111 GRATE ELEV. \ I,r 4 . 7/8" � � \ �_ ..__...., 1 __ 10.1 \ � � i I _ •ry M � I I I - 1/�}'' \ ► 19.10 I \ `. \\ 40 1 ao ` l \. + 16, 7 O rc. CO ST. 70 L7 18"0 RCP`+ x � 22 - I �•F' - ' 22- I /4 ® 0...'' fn o 71C\ 29-1/4'1 _ 29-I/4" o' `` •': :�.. _t 1 80 .F.-19 REAR -YARD \ - ,a.80 DRAINAGE COST. 26 L:-, 15"sa RCP S- 9 T E D I T ` \ 13 TRANSVERSE LONGITUDINAL c� 0.38 I � k' G TE 18 „ x0 cJ � ,0. � •: , .00 ! ,,: 2.16 (10" Recreation ��'' /' SECTION SECTION .'� 0.10 _ -27 T"t'PE C INLET_ ) Area RATE ; 6.20 (1.5") 5,.� + r y 1 0 0.10 I ` �` 10.10 - ------ '� CONST. 185 LF 30"0 RCP #4 BARS 70P & --- 15 BARS WITH 10. ® 0.10% # \ \ t0.20x0� 1 #5 BAR EACH BOTTOM _�-' HOOKS, 6"C.C. i` � k00 r'' t � S-26 (TYPE D INLET) ` � / I CORNER BOTTOM 1 10 18 GRATE = 18.50 FRAME � ' l 9.3d " 5 BARS WITH D ��`, '0`1 `� 1 10.20 INV. = 1 2.35 (30 ) / / � # �Hon-, 'RpSITtON--\I�J►- _ � �-f �--- //4 BARS _ 1 CONST. 95 LF 30 RCP \ / / ;�, - _I. _ S-28 (TYPE C INLET) ,0.!!7 C.C. i.�.IOM - 4 BARS WITH l 19.87 10.10 ® 0.099' /" / RATE ale 1 8.80 i, . 0 • �y 4 SLOES _ .._� _` - HOOKS. 4" C.C. t ., O / CONST. 26 LF 15 RCP I A �� • A :..I :..� BOTTOM I N V. = 1 6.10 (15 / y r ° . 1 NV. ,= 15.85 (18") e-f� rTt �, ,� ®0.3890 ,off O� / � I I A 0. d S-24 (TYPE C INLET) / \ 22' i i 18.80 GRATE = 1 9.50 �,'" j ` �j r j 1 ,aha. i N 1 ' . X r� a 1 OO•,, /� 1 " ... . _-#4 BARS1NV. - 16.40 (15") 22 S-25 (TYPE D INLET) r �.#4 BARS, TOP hN xi `.,` , so GRATE = 18.80 .. ✓i I CLOSED--- - + -�{ t & BOTTOM IT INV. - 15.80 (15") X \ y I REAR -YARD , O' t r, ? w _ INV. = 12.44 (30") 27 STIRRUPS _ _l - - e� i\ �✓� DRAINAGE 1 29 Q v '�' RCP �' �.' 8" C.C. } -- - #4 BARS (12- & t ; 1 /. / i G �... .3> �..�� / 10.,0 LF 15,.E 'l.. -k { OPENING CENTERED t�f 24" LEGS SAME E 9 '`- 220 12 �''' #4 BARS-� OPPOSITE yI0�00. ' CONST f X CONTINUOUS OR .l� X \ TOP VIEW 12" RETURN LAPt TOP VIEW �- W Park f . o ` •- ` - 5 SIDE ___ "� ;! it / CONST. ' < ,., .. RC _""',. A+00 0 /`lam' \- ' W K E '� ' 10+00 11 t " BRICK CONCRE----- ;- O.O - __w __._ ..._. �•, I TE GRATE ELEV. f t 19.05 _ -_1 CONST. 27 LF ..0 C1. i NOTE: I 17.1 ' i tP 1 60.15 ® 0.09 1 -r nn,, y � � 2 S-22 (TYPE D INLET) 1 88 � � AIRPORT DRIVE IMPROVEMENTS W { Q H. p S-23 (TY C KYLET) • _ SHALL REQUIRE A SEPARATE , GRATE 18.80 OPTIONAL KEY- I g OPTIONAL KEY J. R. W.M.D. 4 I f'•I INV. = 12.47 (30) ti .. IN LIEU OF DOWELS .�,' IN LIEU OF DOWELS Co. I I �• i GRATE 19.50 co PERMIT PER S. . ,.,,. -••-n.- I t, , I t, INV. - 16.50 . (15 ` i ) t Ire Park , 4" _ I H.P. t . ao i 20.15 r o 'il ` \ SEE NOTE 6 BELOW a ( I 20.60 I S OND ,.A") ,o r 1 T"RL ST UC SECTION AA SECTION BB O I I • t i � I CD (SEL S-1EET 11 OF 22) .�K �Q S-1 (TYPE C INIE:T)j I •� _ Q_ NOTES: _ 111.. j ; f S ; \ G ` . 17.00 ? 0O5(1 ` t. THE INLET GRATE IS SUITABLE FOR PEDESTRIAN AND BICYCLE TRAFFIC. - � 17.3 rn � 2. _INLET TO BE LOCATED OUTSIDE PEDESTRIAN CROSSWALK WHERE PRACTICAL. '' I ; j ' I \ 1', \\; (�D 3. FOR STRUCTURE BOTTOMS SEE F.D.O.T. INDEX NO. 200. FOR SUPPLEMENTAL DETAILS SEE Ii F.D.O.T. INDEX NO. 201. _�"I- j _ i � � O ` ` 4. ALL STEEL IN SLAB TOPS SHALL- HAVE t -t/4" MINIMUM- COVER UNLESS- OTHERWISE SHOWN. I 8 8 `'k ''� - ' ( i �� j I w i� °0 �� \ EAR -YARD \ TOPS SHALL BE EITHER CAST -IN-PLACE OR PRECAST CONCRETE. ..•.• t I_+ S-20 ( C INET) s i a DRAINAGE \ \ 5. FOR ALTERNATE B APPLICATIONS, TOP SLAB OPENINGS SHALL BE PLACED SUCH THAT 2 EDGES rn n I GRATE = 19.5 \ \ \ OF INLET FRAME .WILL BE LOCATED DIRECTLY ABOVE THE BOTTOM. ; o i INV. - 16.9 1 5" t c� 0 INV. = 16 �18"3 \ �r� ' ` (�� \ 6. WHEN USED ON A STRUCTURE WITH DIMENSIONS LARGER THAN THOSE DETAIL ABOVE AND `r ! ' 0 I r, _'. '� RISERS ARE NOT APPLIED. THE TOP SLAB SHALL BE CONSTRUCTED USING F.D.O.T. INDEX --� ►� Stormwater, f $ NO. 200 VIE SLAB OPENING ADJUSTED TO 24"-36". THE "SPECIAL TOP SLAB" ON F.D.O.T. \ INDEX NO. 200 IS NOT PERMITTED. ( ` j I � �,�_. A O � Tra Ct � tAt, 20' b42DE / \ �`� \ CONST. 2 F 15"0 RCP 7. FRAME MAY BE ADJUSTED WITH ONE TO SIX COURSES OF BRICK. - - ! CD) EASEMENT \ ® .4290 ` - LLB OPENINGS 17,5 j I CONTROL- EL.=16.0. � ,,• t` 8. INLET AND GRATE DETAIL SHOWN IS U.S. FOUNDRY 5105 WITH APPROXIMATELY EQUAL OPEN _ 1 I T. 170 LF 18'vs 19.70 :, WILL BE PERMITTED THAT SATISFY AASHTO H-20, LOADING. INLET AND GRATE SHA E CLASS 1 I 0 2.1590 k � _ 30 CASTINGS IN ACCORDANCE WITH ASTM A 48. s't ti.4T�ILINE SEE SHEET 8 OF 22) / \ K: 82 Y- O '� / O Y 3 J I „nl,alw ,...II I .LI Iv�lYhlul seW hY, r ah L ee,L e, Iw,haLa.,"!_w,eY. i .r ! el"LI SSA �4 JtLW iI i , - i i ee e,e o•ih lh u• Iaa i,'i .. I .e II .III I u a I. B.IW IS91C iwnl IIYr ,en,lllry na., al'lii I,aul,ld a,:.un A. o u. I.YN VW ,I wa j`--' I eul .!', I,I I. ,, : dillY'ul.Ll Ise ,la',IIli7l hbl a,Ai131i ial ,b i I Ik w.,xli,ear„„d,.ILi+,IJ,,,n.,aulalanu:.n,.uu.u�aasala..•.uii.LL,e,.v�Ii�ulua..��JAw..l.Ile,n�l.n.ke.lhaowull a,wl laa,e=al i ;la.ala,auo,se..u«„u.,1.a..,..W's<•,.a,.lu''.a.,n na1,,. a iLmL,,e111L,•.a+. .I . I ,w, I _ , .etiLai II.Ihya.�,la,ullae.,Nktllllkul,111111.a.11a,l,a,llal4aui„le..,�l. b �Q<1. , W.luil a• 9743S7RM5.DWG g I � I I L.... ,. DRANK - 11tla to all documents which bear the copyright 4 7/13/9B REV. PER S.J. R. W.M.D. COMMENTS BA SEM MASTELLER 11. UC. MOLER, INC. B.A.of Masteiler Ac Molar, Inc. is vested solely M DESIGNED B / - of Mclta r t;.Mol Inc. These documents an N Construction Plans m 7/8/98 REV. PER S.J.R.W.M.D. COMMENTS BA/SEM Q �.. - - , - documents or any reproduction. dlsploy,I sale, for - - - - this protect. Any other use or renes of these CHECKED _ S.E.M. n 11 9 E REV. PER S other disposition of these documents by anyone 1998 �®© _ Q' 3 / / . J. R . W. M S.J.R.W.M.D. D. COMMENTS B A /SEM a ^+ C o N S U L T I N G ENGINEERS ^' �o is expressly prohibited without consent of 1�7J DATE 5/98 = _ Maetellx k Molar. Inc. pursuant to the Federal AUG f (' - - Copyright Law.' 4J Ld c 1 5/15/9, REV. PER S.J.R.W.M.D. COMMENTS BA/SEM scALE 1 "=50' CollierSubdivision - - NO. DATE DESCRIPTION DR/APP 1623 N. U.S. Highway 1, Suite 82 6767 N. Wickham Rd, Suite 400 M Sebastian, Florida 32958 Melbourne, Florida 32940 - v . =SHEET % of 22 i Ph. 561 589-4800 Ph. 407 255-1175c 1998, MASTELLER & MOLER, INC. FL 33 �J R E VI SI ON SJ• Fax (561 589-2742800 Fax (407) 253-1175 Indian River County Sebastian Florida STEPHEN E. MOLER, P.E., ONG NO 9743 ° I'm CM 11 w 0 Ca L CL) N ro ui d Ib d O Q Em 3 ll� L0 E C_ U) NT 1/ 1: 0 W / m / .o It - CL ro / r-1 iw I I . . I I i i ..:.- � ,.. Orf ::.", ,.� ".s-0„'. s •..0 r. ' :. -+ I !v AT HLINE SEE SHEET 7 OF 22) r��'P :`� Do t� \ } - o 0 \ i. po 20' DRAINAGE \ ° o ( i EASEMENT ;; W \ �. • N i 1 0 INV. = 13.00 �` M - 17.7 13 ( 1-0! j I ^20' DRAINAGE x �1 j S-11 8 (TYPE C INLET) EE I EASEMENT 1 Lx, !l \ REAR --YARD � � G ATE _ 19.50 E � \ W` _ an. is ��1 ., s 1 0 / { .\ DRAINAGE I C m �-y } ' p ; ? INV. = 16.65 (18 ) 19.70 ! { Storm'water Iw�.A 1 �r CONST. 170 LF 18 m CAP I 1., 5%\ Tract A 20.40\, .. - •- `-••d�.- I I :..e 1� INV. 13.00 CONTROL EL -16.00 o i(�i4A LU it f \ V) f 1 S-17 (TYPE C INLET) I E I GRATE 19.50 I i 1 06 p i I V. 17.00 (15") iii 1...._. \CONST. 2 15"0 RCP \ �` �4�6 � �•. � I `.../ v0 � 1 I I 00,427. � `• ) ._.CD � 0 1 ; 9 3 � .: CDINV. 12.50 ` 4 INV. = 12.00 ; �•i- _ I 't • 1 �, INV. 12.50- 16 4 CO . 24 LF 15"0 R P \ \ t ti, CONST. 1 fly F 30"0 RCP F` ® 0.42 -.• I 1$.1 , `., �G 0 2.63% 20' DRAINAGE �'. \ "C .� Q4TYP ` r)EASEMENT-i 19.0)_., - 104 (, CONST. 1:32 I_- 74 !ts R('�P \ S I LET) N 0 0.15% NV. GRATE 17.00 (15'\ �J I ,�O �,20 D AINAGE ( 20 D �AINAGE f \ \, / �. EASE ENT EASE�FENT l 7� 9. 001 ' S-1 5 (TYPE P MANHOLE) = c ` \ NOTE: I -�,n. 1 7 \ �. C INLET) AIRPORT DRIVE IMPROVEMENTS ! \ ``� ��. �. '( ® RIM 19.00f S-15 {TYP ^I.50 N = GRATE SHALL REQUIRE A SEPARATE INV. = 16.93 � �-20' DRA AGE INV. = 16.16 (18')10PERMIT PER S.J.R.W.M.D. ;. iNV. = 15.97 �15::) 18" k + � �� 0 103 t1 � EASEME T .INV. � 15.61 {24') •, o ` / \ t ° y; G Is , -� INV. := 14.76 (30') INV. = 15.47 (24 d � 9 6 9 5 99 97 � _ 101 98 � x Z I 20.50 l pD \` ' \5� - 2p;4 18 j % 20.69 - -20' DRAINAGE `O, Z S--9 (TYPE C INLET) \w • �' EASEMEP T -' �r _ 'GRATE = 20.20 20. INV. 16.2 18" S 0 18.70 , INV. 15.79 �24"3 N �o P � II - - �e 0 o S-3 jTYPE C INLET) �r� � � ��.... S9 `�-'-;��--.�' •t *•� � - - , Pt G R A iE = 19.50 j - - x H I INV. - 16.15 18".>) T� 0 � INV. - 15.97 2420.69 ,`� � � I �( % .,..., ,-.-. 00' o '� 11+00 I 12+00 13+ 0` ° p s ' ` ! L I- -,,, 19 , \\ I \ 7 ' - - ! OO - �`^--..,..,. `'^ it _ +•iN/- . 31 %I - 1815 o 7c, - / S-4 (TYPE C INLET) ,91 74 CONS 24 LF 18"0 RCP - r _...F � GRATE � 19.50 � 1 � _11� .,1:_ f--7-�1 J_ \ 0 0.18% ���. `! INV. - 16.20 (18) '`- -1, }. S-7 TYPE C INLET) CONST. 37 LF 18"0 RCP o' - 19.50 GRAY ® 0.54% P V I I a.w Ni � . INV. 17.00 (15") O ` CD i 1(74.40 H.P. / tib 1 n ! 0. I 1 CD 5--8 TYPE C INLET) 20.38 PLF 8b� i / a -Ir; !i 0 I\ .. I o . I I d0 GRADE - 19.50 ) i CONST. 15 0 RCP c} p_+ INV. = 16.90 1 I I ® 0.42% I 01 I o INV. - 16.48 �15::� 18 'n + Ir _ ► - EAR ---YARD I � I DRAINAGE `D I � rn `U I ,, � Q2TY© � � � S -PE NLE1\ C� 1 � } CONST. 210 LF 18"Qs RCP ' ( p! ' I � L I � � O GRATE _ .5 ® 0.31% / °/ _i,`` • `;, INV. 100 (15" �� t 0 .. CONST. 205 LP 18"� RCF { i O ONST. 380 LF 18"0 R + � '� � l I I I I CONST. 24 LF 15 0 RCP ® 0.18% \. y ® 0.1890 /C� 0 W � - 1 1r o 45 ( a I CONST. 24 L� 22 C I Sif) (31)36 I : o I -- O 7 " t _ 1 15 0 RCP 0 O.4 I O S-2 TYPE NLET) .. I � i 1 ,9 .. CONST® 0.42% 24 LF 95 sb RCP4,,, f haSPr 1 PPI lase/Q// 1 62 ` V , /GRAY 1 9.50 I ✓- I i; �/ INV. - 17.10 (15")1 i ,� 1 t (� + S-13 (TYPE C INLET) r i _ _, - -jj T = i9 b0 -1 (TYPE INLET), GRATE - 19.50 ` I -- , 9.50 8R A / , - ,. 1� �--6 (TYPE C INLETS i--~�'� -� r-`-� � � INV. - 16.90 Z I I - _._. i IIS(✓. f GRATE - 19.50 = RA 19. O '". - I C. ('S G ) C I YF' iN'Lt 1) .,�;.--- ,Q S 1 TYPE C INLET) "� -� \ S-5 (TYPE C INLET) Q g I I G�Ai� - 19.50 ( , GRATE -- Tif I 19.70 INV. 17.10 (15) N/E INV. 17.1 ( 5) , INV. = 17.20 (15") p INV. = 5(") '$� INV. >a 17.20 (15"} INV .65 (18 CD IN 17.20 (15 ) ( c INV. _ 16. (18") ! t t0 I -�-. 23 ( 30 37 I I(4D ° 1 / 6: 1 CONST. 24 LF 15"0 RCP � { O I � _ ,A 19.79 I , 8.79 + 19.79 , 9. 19.79 / �, . I _ . r }'y/� _o O cx /� I J l 19.88 J I I �• CONST 80 LF 15"ta RCP o I / f o - 8.99 a 0.23% 19.99 ° ! - (E5 19.97 0 !ME 91 20.08b� "2 2� " 9 3 8 00 4 32 0"o i o X`20.,0 Z 2 i 7 ,Q 1-10 5 o �, o a o I a 1 � 20.68 .� X I 19.7 0 19.97 S -7A {TYPE P MANHOLE) 19.97 20. 3 _ , j f 0 20,53 l O � �„� , , / "Mrs o O H � o 19.97 � / 19.97 , ,9.97 cd_i y1 2 .00 } t�I 1__. � W �`640-__..� _ __.o .. I�V :ffi ..1 . 8 (15„) 0_.,_," _ I _ice - / / 0 . I O + ,`y• ;;` iY I O i / 4 \ O . b. / r 3 0."'✓ 120.1B 0.30,0 r � 5 �i 53 i 20.30 / - I � � 2(ID42 .3 �D CD 20.15 ` l I � 20.,5 20.,s / �•.n.= , CONST. 200 LF 15"0 CAP 15' DRAIN \GE I` ® 0.23% EASEMENT 66 I I � CD127 / 54 / 55 40 41 / MIT_E-ftD EI�I� i __ 19.5 !' -� N4 V 17.7 4 o - --" _ fl - `- ••,r., ''/- - Ili ilVi,m dtlL Flu i. n,l a nelr, . t ui nul,. . xa II . IIiI. I 1 iwA, I , n, ldu i . mldl lil . i,„,ui. „ryMiI a.,ui. .I..n. d , aAall'YILII 1 I .,I. :, u Y I wela, '((Ifi.`mlr 1 I,inuIlJ1 vc,II'W n+iYsimlL I✓ 1 1 � 1 eiiws,•s 1 1 wlu . „ullI r 1 / I � 1 r/ 1 / _ 9743STRM6.DWG t DRAWB.A.fi \8/6/98 REV. PER IN-HOUSE BA/SEM _ Stormwater � � �n 1 � ` _ •Title to all documents which beat the copyright - 7 7/13/98 REV. PER S.J.R.W.M.D. COMMENTS SA/SEM = of Mostatellerller tc Molar. Inc.b vested solely to DESIGNED B.A. MASTELLER & MOLER, INC. providler Molar. ow Inc. These documents are Construction Plans documents nt o or any reproduction, dlsplayl al , or thto project. My other use or reuse of thew CHECKED S.E.M. 7/8/98 REV. PER S.J.R.W.M.D. COMMENTS other dispositlon of these documents by anyone 2 6/11 /98 REV. PER S.J.R.W.M.D. COMMENTS BA/SEM M ^� CON SU LTI N G ENGIN EER ^' for is expressly prohibited without consent of AUG® DATE 11/97 � � S Hosteller do Moler, Inc, pursuant to the Federal %{�Ju 199 _ Copyright Low." _ SCALE � a�50/ _ 1 5/1 5/98 REV. PER S.J.R.W.M.D. COMMENTS BA/SEM Collier Club Subdivision NO. DATE DESCRIPTION DR/APP 1623 N. U.S. Highway 1, Suite B2 6767 N. Wickham Rd, Suite 400 SHEET of n, Florldo 32958 Melbourne, Florida 32940 Sebastian, Sebastian22Ph. (561) 589-4800 Ph. 407 255-1175FloridaFlridCl Q1998, MASTELLER & MOLER, INC.llvc. MOLER P.E. FL33193 DWC REVISIONS t ) Indian River Count Fax 561 589-2742 Fax 407 253-4439 y :. , ...,. ,a, .. .:.. ,.I::I b.:l,.: _. „,, .,.I...„.,. ,. ,,... ,:. r._,. .., L ..:,,.,,,.„ „ ...„ :... �.... .,.. ,.._ , , .._ , :r. .. ,.... • . ,.:,. „ :. ,..,r ,...: ..,...,..•....:.r.,:..•i Ho 9 -QQ I A Riverside Church c z 40 4 4011 sl o Qz wn �XIST. EXIST. ,, EXIST. TACK ANt? P CZE N �. 0 > NDN -PAVED PAWED / AVED o E EXIT. PAVED >�s I- ¢ d'>t DRIVE D6�IVE / rRIVE'w Z a IN-KIND L THIS L,_I I j� 1 // i RIGHT-OF-WAY LINE - ! EXIST , 12"� WATER MAIN -IsV y- - -f PI -D °o _ ...... EX T.15CM ERIST.15"CUP SL.11 CM ° � ° 'EXIST.15„CMP -_xa ° cn 041 - - - - - - - - - - ----�r ort ► �� -1------------•---------- �---�- � ---�- 1 ---------'----------- ----=------ - o---°----------------- o ---r-o ----- --- t ----------- ---'=---1----N --'j---------'--�'------------�-- �---- .01jfT - - � � RESTORE EXIST. DRIVE CONST. 25 LF- - °Di EISTd EDGE -QF -PAVEMENT ° EXISTING BRIDGE lopw j IN-KIND (TYP.) CONST. 2C�?'�F- ° 15" CMP @ 0.23% CONST. 25 LF- ,��, o / MATrH- EXIST. PIAVEMENT ° s ° x ,� 15 CMP @ 0.23% •� -. - ��, a Road . _... -- s, i5 CMP 0.23% - / o o A R o s ho r•1 d I � 0 CI � � INV.=15.15 INV, 15.07 _ EXiST.12"CMP $ INV.=15.36 INV.=15.30 T °' _� ---------- ---- , / --- --------�----- - r----- ,- o �-----------------------�---- r�-/-- - �w -�- rt----- !/�� f -f - -� -�>----------- '�---------x--- _ -- --------- -----------r--•-r--------m----------- ---- o o- / �R�GRADE 16t E IST. SW�ALE @ 1.88% - / / w _ ..� w �ONST. 20 LFA SWALE @ O.i23% - CONST. 115 LFf SWALE @ 0 % o AEXIST.6 FORCEMAIN c,o, ED E OFt EDGE OF I 1t - - - - - _ v _ - • •ac,,, 1 � •'�, co�c. � � °� ' rn CONC. w " I INV. =15.01 � 4.81 _- --�--tXIST-- - ° II INV.=15.43 rn CONC. I I EXISIT� w ' / in 16.94 /� w w DRIVE I ���--�xlsT. NON- VEb _ INV. -14.15 V I RIGHT-OF-WAY LINE x - -' --.J --- � PONC. DRI E RESTORE AND ES D - I INV.=13.30 .4 P�, co wv.=15.22 (DRIVE N ALL DISTURBE6 AREAS x CoI IN-KIND (TYP.) �� � � - CONST. 150LF- 15"0 RCP @ 0.23% W/ MITERED ENDS 4� c L RESTORE EXIST. pIVE Q����� -r PROPOSED GRATE ELEV.=16.70 � I -' � IN-KIND (TYP.) I- I Q I i I I of t PROPOSED ENTRANCE ROAD QQ _ n a Z O Z r-� �1 , � v W .- W V a MATCH EXISTING PAVING SPECIFICATIONS FOR ROSELAND EXISTING TRENCH WIDTH 'W + I' MIN. BASE -1 SURFACE RESTORATION 6» MECHANICALLY MIN. SAW EXISTING PAVEME Z _ A� y i / / / / �- / /. / / /. > MATCH EXIST. EDGE-OF- t'I(' / /// PAVEMENT REPLACEMENT /i.' LIMEROCK BASE SEE NOTE 6 - IN 3 LIFTS AT 98% MAX PROPOSED ELEV. VERIES 6 MAX. LAYERS oR EXIST. PAVEMENT 3 31� H APPROVED - OACHIEVE PE OTHER METHOD95% COMPACTION N� f a _ ` SLOPc 1.0107. ' Sl"Q MAX. WATER LEVEL L O% 4" MAX. ALLOWABLE DURING LAYERS :-s,::: • ::; ���� CONSTRUCTION :..., .. • .•., 1' MIN COVER 3/4" DIA. BEDDING ROCK. CONST. 15"� MP _ 12" �f'IPE;; 12 OR PEA ROCK WHERE 1 O.D. l UNDISTURBED SOIL INV' 13.30 c CONDITIONS REQUIRE .7 INV. 14.15 �N) S TRENCH WIDTH_l: 17.7' W. NOTES 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, 1 O' - - 35' PROVIDE( APPROVED METHOD OF CONSTRUCTION. - 2. SHEETINGWILL BE REQUIRED AS DETERMINED IN THE FIELD. 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2'• MIN. THK.) 4. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O T-180. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER in (N.T.S.) (PAVED AREAS) 9743STRM2.DWG TRENCH DETAIL B.A. - 'Title to all documents which bear the copyright - of Masteller k Motor, Inc. is vested solely In (N.T.S.) - B.A. Mosteller & Motor, Inc. These documents ore- Roseland Road Ri ght-of-Way Construction - - - - - - - - - CHECKED PreliminaryPlanned - - - - Development Plans M ST R & MOLER INC. MA ELLE for other disposition of these documents by anyone Is expressly prohibited without consent of �_.-- M CONSULTING ENGINEERS llerCol ClubSubdivision e NO. DATE DESCRIPTION DR/APP 1623 N. U.S. Highway 1, Suite 82 6767 N. Wickham Rd, Suite 400 Sebastian, Florida 32958 Melbourne, Florida 32940 Sebastian Ph. 561) 589-4800 Ph. 407) 255_1175 e REvISIC)NS Fox ((561) 589-2742 4Fox (407) 253 4439 Indian River Count Y in 9743STRM2.DWG DRAWN B.A. - 'Title to all documents which bear the copyright - of Masteller k Motor, Inc. is vested solely In - - - - - - - - - DESIGNED - B.A. Mosteller & Motor, Inc. These documents ore- - - prodded to the owner solely in connection with this project. Any other use or reuse of these - - - - - - - - - - CHECKED S.E.M.- J - - - - - documents or any reproduction, display, sale, or other disposition of these documents by anyone Is expressly prohibited without consent of tlu, DATE 1908 �/97 Mosteller dr Moler, Inc. pursuant to the federal+7.J Copyright low.' SCALE 1 "=30' SHEET 9 OF 22 Florida @1998, MASTELLER & MOILER, INC. STEPHEN E. MOLER, P.E., FL#33193 DWGNO 9743 y.3 . bb 41 ATOP=145 I 12" 12" TOP=1850 �a , TOP=1G 5 TOP= 1550 2-IAft 5.5" tf 5" 7" / ____- _ -YIR l�L.=175 �--WEIR=1620 - 2'-"0. - - 4'-I" L"' PARKING BY 3o"RGP - 36"RGP ' __ O -- '" 1 - = \ 4"dt ORIFICE TO POND "B" A �i - X45"t7 ORIFICE TO GREEK :r c> ---+-"---EYE BOLT i BOLT 24" - � iY '� SEE INDEX 201 � � DISABLED INV.=16.00-�V�-►- INV.=14."TO --N�► i6 a" SEE INDEX 20 PERMIT 0 2 e" NOTE: _ , 4- UNLESS OTHERWISE NOTED ALL CONCRETE USED SHALL HAVE ONLY A REQUIRED MINIMUM COMPRESSIVE STRENGTH OF 3.000 -- -- P.S.I. IN 28 DAYS. p R1 -1 (30"' x 30") FTP -25 m - STOP SIGN HANDICAP SIGN TOP=1(15 4 I PLAN NMIAMI TYPE (BUTTER PLAN 2PLAN PLAN - EL. -1850 �,� 21-0 A1 ~ I r I a -i/4" 06 2-1/4" I I 2-1/4 1 A O 2-I/4 LANDSCAPED AREA .. . 2.0 WEIR EL. 16 20 \ r o, J 2 01 2 i/2 RADIUS � � I i E/ � � 6RA`rf� 18" N16t �itG. GUIZB KEEP �/j CI R 4" ORIFICE 4S�" ORIFICE --226" R EYE 130LT +-2' CLEAR 4-+.. _. EYE BOLT / o YIELD L LV INV.=14. f0 Q_ iia c ilk--, <- c SEE Ir�DFx 201 PAVEMENT INV.=16.00 LSEE INDEX 201 >'ntL o 0 /�, �- \ _ t - //\�/�\\� t5 -�� , I , •4 BAR5 a 12' Ctrs. \ r #4 BARS • 12 Ctrs. o� ���/� i : • ` 30"RCP RIGHT "„ TO GREEK � INV.=12S TO POND B INV. -105 �..µ..,,,_ � �- --a- 6--0 -�y- ! � �o-'_'� -s �"'" �o�- NOTE 1 SAW cur coN5lRucTloN JOINT r+iROI>eF+ GURBIN5 R 4 - 7 a R R1-2 \ SECTION 5)=GTION TO FORM INGREf 1EftT NOT EXCEEDING 25 LINEAL FEET. KEEP RIGHT SIGN YE E L D SIGN SECTION A -A 1 RECOMMENDED MAxli�amM PiPE SIZE, SECTION A -A RECOMMENDED MAXIMUM PIPE SIZE= 2. CONCRETE SHALL HAVE A MINIMUM GOMPRE551VE 2'•-0" WALL- I8" PIPE 3'-I" WALL- 24" PIPE STRENeTH OF 3000 PSd. IN 26 DAYS. CONTROL STRUCTURE CONTROL STRUCTURE 3'-I" WALL- 24" PIPE 4'-I" WALL- 36" PIPE !-�iIEAC'ER CURB SECTION SPEED POND A tS-2y) POND E tS 32) TYPE wow INLET TYPE *D'w INLET �2 (N. T. S.) (N.T.S.) ' N.T.S. (N.T.S.) (N.T.S.) (N.T.S.) i. y LIMIT I Grate Elevation NOTE: UNLESS OTHERWISE NOTED ALL CONCRETE USED Refers To Thl5 SHALL HAVE A REQUIRED MINIMUM COMPRESSIVE j 2_ IJ' 2_ 1�• Point 5,�• STRENGTH OF 3.000 P.S.I. IN 28 DAYS. 1 STANDARD DIMENSION NNLE55 STATED OTHERW15F� 4 b. I 4'-0,� 6"� 2 Clear 25 ASPHALT SURFACE COURSE f - - TYPE 5-1 OR 5-3 PER F•D.O.T. 5�. T / STANDARD SPECIFICATIONS 'o ,t ^ S ► --_ j •/ , ` \\��\�\ {-- TACK GOAT R2-1 �� 2 }+\� i1/2•MtN. SPEED LIMIT SIGN13 5deBa�S� ry TRAFFIC MGN DETAILS �' � �a e 4'-0" fie, s" f --- -1 . e -n• 'fie^ •� (N . T. S.) 6• 2. 2' b• 6x6 -z.1 w x 2,11W WWF ROAD BASE LIMEROCK OR CEMENTED 2' Clear 2' Clear SIDEWALK DETAIL COQUINA ROCK LBR-100, GOMPAGTEV r -TRAFFIC WEARING 5URFAGE AT c18% OF AASHTO T-180 (MIND. AS SHOWN ON PLANS EDSE OF PAVEMENT SETBAGK I I b ' ' Cbcr (N.T.S.) _ e RESULATED BY PARKINS 5TAfl _ I2" clew 2 _ HOMOGENEOUS 5UB6RADE MIX STABILIZED TO DEPTH, SEE PLANS 'j - FLORIDA BEARING VALUE (FB.VJ OF 50 P.S.I. v i MIN. AND GOh1PAGTED TO A MIN. OF a8% MAX. DENSITY. +-� - ' A �- I 3,000 P.5.L PRECAST GONGRETE (Wttlnout crate) TIRE STOP, 6'-0" IN LENGTH PLAN I Type A Or B Riser Top Slab mForctq / rupplerrtetttal Bar A Or B 5PE�IFIGATlONSt 58t.V-`3N Es SECTION AA I Type A Or B Riser n { AT TOP SLAB -K V <iONt 1EIiPJE[� MAXIt�IJI� PIPE SI, ES 2 Addltlonal Bars A I Bars A Snort� 2_ +6 i3cr9 �• 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHAD_ MEET THE SPEGIFICATIONS SLOPE W^�a4y _ (gee Section B iT UNDER THE ' STANDARD SPEGIFIGAno% FOR THE ROAD AND BRIDGE GON57Ta TION ' ( 1 INLET INSIDE WIDTH PIPE 51ZE a 5" o. C. - (2 Lap Spllcaa Permlttec� _ BY THE FLORIDA DEPARTMENT OF TRANSPORTATION. ' ` i" - a 5 �Ho p BE RETAINED BY THE CONTRACTOR TO - - ; i;- 2' -II' 24" Perpendtcukr Bars A - i�iona! `-'Ilea' 9 1 , � or "y = 2. TESTING AN INDEPENDENT TESTING FIRM SHALL III Ti ( j �j-i ( j--1 I I=i = (see Section A -A) •4 Hoop Bar3 b• PERFORM TESTING ON THE SUBGRADE AND BASE COURSE A5 FOLLOWS I i I I ► I -f i I 'III -1 i _ 4'-0• g6• Wali Rel or `:7 A A 2 Additional Bars B�- -t-I -III=1 f 1-I 1=I I{IlE�-I l I Recommended 4'-3" Out To Out �- I��O O 5" Max. O. G. Eactr� N --- 10• Dra ;+, tea► . FBV AND DEN5ITY TESTIN6 BASED ON I TEST PER IOp00 5F OF _ _ _ _ =III-�=I I I=I I i=1 11= Sizes for other types of pipe must for rete e ' -5" I -5" I -5" + Side Of Openkig permitted - - E 2- • I s Each h i:t ference Axis I I I I f I I [ I I 1 f verified for fit In accordance with Index _I Gloss Bar '"0 gars A And NOTE, Variations in shear dlmernbns !- I L itJ ! L ears On Top OF tx 2 5' 0. r'. Bars A e-,wil!x fitted sub ct to the B At 45 - e 5' o. G. Engineer's approval. � No. 201. For larger pipe see bottom 1► j lo' Dr BASE DENSITY TEST BASED ON 1 TEST PER 10000 SF OF BASE. -=I I I` -f i I detail right artd Index No. 200. 1 Parallel Bars B ` or K1 -III-III III -I I III ITT Ili III -t I 1-i i t -T! THE OwdER RESERVES THE RIGHT TO REQUIRE THE CONTRACTOR TO Theoretical butter L I Inlet � See Section A- / Baro B tang i#•• i=ftrn/IDE (2) (8" LONG, #$ REBAP.S s .� �+ � � (sae 5�ection B ) ',"� ttonai shear KFy . ..-j�-'-• � . L 5x3x 11 GERTIFICA11ON INDIGATIN6 THAT ALL ASPHALT SURFACE C40LAZSE MATERIAL HAVE 3- I ' 2-1�' e" _ �•••••• PROPER COMP051TION IN Al,GORDANGE WITH FLORIDA DEPARTT04T OF SET IN PAVEMENT TDP SEAS REINFORGIN6 STECL 171AGRAM TOP SLAB REINFORCING 57EF� DIAGRAM 1 2 - •- • "*' AT BOTTOM SLAB TRANSPORTATION 5.5., Iggl. ALL GOMPAGTION SHALL BE IN GONFORMANGE WITH AA5HT0 I'-0" t' -O` Lip 8" �' ra-. He Ham Bars to `- _--,'LL,,�� tT o N. Bottom 51ab RektForc I• {See Detail Balow) T-IBo TIRE STOP DETAIL - I Main Bars 5'4' Mf Con For Gross Bars) '+4� - � - _ - - 2 Gross Barb' 4' �' Continuous Held At Main Bar Notches) A L P A V I N G S E C T I O I r `r Main Bars And Cross Bars Flush On Top. TYPIC ���LLL i (N.T.S.) _ g N . T. S.) SECTION IDD -SEGTIIM t ;G -r� 4 -3. F '-1 Inlet 1 P y 51 Suit'' Transit�p�t ) 5'-4" 5' butter Transition " • 4 e 12" BW • 4 O 12" BW 70 !3e Paid For As Shouars lder euf er To Be Paid For As Inlet to Be Paid For As Shoulder eager DETAIL 'rte For Orate Details 88 (Horizontal Bars 1 I Horizontal Around W See Index No. 231 _m 3-6 Contlnuous Arounor d $ Gontlruan Around ti G `I Back Of Inlet` E - N -0• b' s FRia" I b' Rector.1ar Risers) To Maintain Gov 2-Extro Rectangular`a N N Bars - 9 (gee section) B Each Side And Vertical Nkali Retnforct /*4 Ties a 12" O•G. + ng •5 Peripheral R/W ,� L- ears TOP VIEWS F .�-1 Z5 z 8' n►'9 (see Tabta) _ R/IA 50' R/W D I Back OF butter 5" Gtrs. All 5 IE •4' a l2. O.G. Ff II tra Ralnforc S Rehforc C G �k �k *SEE NOTE 3 BELOW '`� iv 15. a o Each At an Horizontal Wal! ReinForc I I Inlet l �4 pp �( 15' 20' PAVED STREET 15' i-'' -�" }" -`- _ 0. B, y a ` ( (sae Tbte I (See Tabic) 0. RakQif�or�cemeant L Q /Theoretical w" c - - / - '►- I �` , , ( Sutter Lhe o - _ S' SECTION EE 1__ __ 10' 10' - Ii'i Feet ' � r. ` _ � Wall ReRiforcRig SEED & MULCH 24" SEED & MULCH Q �"•�...� Q "-Lip Of butter Bars A� Bars B o Bar's %rte �Ba's B SECTION G -G max ' * 24" ._ MIAMI CURB (TVP.) 6" Q #'Thick Bar Stub �, o * 4' SIDEWALK �Stovlder / / \ i (See Detail) y $ ALTERNATE A ALTERNATE B 4 SIDEWALK 2Y 29, \ SECTION A -A � \ 1 � � / / / � � /J / / / Pavement � � � / / / / � / � SECTION FF t-` SECTION B -B SPECIAL TOP SLA$ ^-- ^^r", V //y/\ D DETAIL OF BAR 5TU5 \ \� v `•.+� $ s NOTE, Nhen the inside dlarneter of a round structure Is NOTE' Provide extra reinforcing each side of each opening /// /\//\�/\//\/:•...............:.:...:....•... r: r• .•, �\/\/\/\/\/� kvkN not more than I' 6" larger than the opening h at 3' maximum spacing equal to half the area of vertical � \ \/ \/ \/ \/ \/\ / SHou.ra +SLITTER TRaHTlo�t STEEL GRATE' / / / / / / / / /\ the riser or top slab, the top of the strut a reinforcment removed by the opening and provide the �"\\� or riser shall be constructed accordkg to the same area of relnForcmant above each opening at 3' / / "Special Top Slab" details on this sheet. rnaxlrrKxn spacing as removed by the opening. e 4'-0" or 2' -Il". 9' 8 �'-0" or 2'-1I e. (SEE TYPICAL PAVING SECTION THIS SHEET) I. This Inlet with parallel bar grate shall be used for United access facilities and other blcycle rostricted facilities subject to heavy eEPERAL NOTES loads; and, may be used h locations where inlets Type A and B, with wide grate opening ore vnacceptoble, on limited access 1. Standard structure bottoms 4'-O' diameter and smaller 6. Structure bottoms mcy be used to conjunction with curb 10. Th corner Fillets shoat are tsetse for 'oats chid L ROADWAY S T I N facil)tes with ciesi ted tx is access and on all other focltities, (Alt, A) and 3'-6' srrvare (Alt. B) are designated Type P. inlet tops T s I, 2bo 4, l b, o Iq and m i strut es used with c �alar'Hers crtd et throats dxi T Y P I C A gna cyc d mardiolo or vncHon box unless otherwise strvc t in the Vx d on skew with ret lar rixro,ofInlet and Inlet Includl roads ave I limited access highways, the rettcuitne I..arger standard structure bottoms are designate Type J. trroat3. ptllata will be re Ired in Ilea of the bottom graterLr d over.�s =are permitted for all structures. lass oro er standard dr�k�ps Alt. B curb Initet slab of fhe Alt. B rlserr used Dann bottoms may tx used m con flon with cub Inlet 2. t lolls of circular structures (Alternate A) constructed M T s T e 8, a• any ditch bottom Inlet unless otherwtse with the Alt. A box. Each fillet shall be reinforced with 2- (N . T. S.) 2. RelnForctng steel all No. 4 1a, r at 12" centers both ways with place 'stay be of non-reirforced concrete or brick or sFown in the plans or other standard drawings. +5 bars. 6'-0' (Std) 3'-61 (Std) 2• clegronce to inside of walls and bottom. Bars to bo cut or bent re'1,4, ed concrete, Precast and restcc��lor structures 8 t -M _..3• . - b' "- for I# minimum clearance around a. (Alternate B) shall be corntrvctad of reinforced it inlet throats riser or manhole tops shall be secured to Unless Otherwise y or 4'-0" Phi O Shown In Plans Q Unless Otherwi:� , concrete only. T• Recta�+lor structures may be rotated as directed by the sfructuros as sinoHin on Index No. 2 I. NOTES' Shown On PlanF 3. All exposed edges and corners shall be too d to radius. &gineer In order to facllltate connections between the 3. Wall thickness and reinforcement oro for either structure walls and storm sewer pipes. 1.) 4' SIDEWALK TO BE CONSTRUCTED 4, hhen Alternate 6 grate b specified in plane, the grate is to be reinforced cast -in-place 2. Stnr Itn_g with depths over 14' are to F. checked for ADJACENT R W PRIOR TO hot dipped alvcatized after fabrication, re ast cone with wails h epi that pr with either �p ep locrtatfon by destgneh of project dralnaga. tpp g or precast concrete units except that precast clrwlar units e�cepetn when �� � �� ar�pe�tF�nllu�egmay vlr be replaced ao IN THE AD / aim 3e THE ISSUANCE OF CERTIFICATE 5. For )eines details see Index Nos. 200 and 201. TM. G -41b ( to 96• diameter) or AS.T.M. G-16, Gloss with straight embodments or peripheral relnforcemartt h I3 c�gt= tl_T sa��eclFled standard may be substituted Cn supplementary g accordance with the reltforaement detall shown under 'Rebar tractors elution when these units will not cause e OF OCCUPANCY OF EACH HOME. B Wail, mad led where tie ell tical steel ca a area 5tral End Embedment or Peripheral Reinforcement In Lieu or trcrease the sev t o utlli conflicts. Such ar NOTE, Alt, B Structure Bottom Only. See Index No. 200 Is placed in the center one-third of the wall. of AGI Standard Hooks For TopAnAnd Bottom Slave', index No. Department. bel� he� at no adtfltlonal cost to tl>e ger n 201, sheet 3 of b. - C> 2. 4' SIDEWALK ALONG COMMON AREAS INLET WITH STRLIGTLIRtE BOTTOM 4, Top and floor Slob thickness and reinforcement are for Alternate A units cannot replace Alternate B units wtthout precast and cast in place constructlon. Top and floor Stairs roval of the Engineer. This note applies to this Index o AND TRACTS AT TIME OF ROADWAY shall be of Glass �.., concrete, concrete as speclfled in CONSTRUCTION A.S.T.M. 0-418 (4000 psi) may be used in lieu of Glass - and �-+ GUTTER INLET DETAIL Glass ;-.. concrete hpr coast Items manufactured a lasts 9• Ali Steel bars shalt have I ' minters cover unless otherwise �--t p shown. Horizontal Steel In reclar structures ehaH be 14. for manhole auf Junction box tops, for frames and 3.) 24' PAVEMENT ALONG ENTRANCE which ore under the 5twhdard operating Procedures' for the lapped a minimum of 24 ba diameters at corners. covers, and, far supplamentary ROAD STA. PAVEMENT TO 12+OOf Inspection of precast dr-alnage products. (N. T. S.) 5. All retnForcemant shall be AS.T.M. AbIS, Grade 60 or 65 details see Index No. 20L rti , K51 welded wire fabric, either smooth or deformed. r TYPE "P" STRUCTURE Construction Details - (N T S.) 9743CONS4 g DRAWN B.A Construction Plans 'flus all documents whish beer the copyrightof aa A C!7 Masteiter & Moler, Inc. Inc. These documeted nts are DESIGNED Z provided to the owner solely In connection with _ M . R & MOLAR INC O MAS E LLE se of these CHECKED T BA SEM m 7/13/98 REV. PER S.J.R.W.M.D. 'COMMENTS / �Qj' this project. Any other use or rause CHE S. v - documents a any reproduction, display, sale, or ents cm 2 7/8/98 REV. PER S.J.R.W.M.D. COMMENTS BA/SEM �•+ CONSULTING ENGINEERS ^' other disposition of these pursuant to crane / M In Copyright so prohibited without consent of DATE S�CJfj r a Collier Club Subdivision Moeteller do Hofer• Inc. pursuant to fhe Federal ►g U) 1 6/11/98 REV. PER S.J.R.W.M.D. COMMENTS BA/SEM AUG A �� SCALE AS N0790 _ U NO. DATE / 1623 N. U.S. Highway 1, Suite 82 6767 N. Wickham Rd, Suite 400 SHEET �� OF 22 - - DESCRIPTION DR APP Sebastian, Florida 32958 Melbourne, Florida 32940 Sebastian p �� z 7'� _3 _ Fax 407 253-4439 Indian Rive' -County ©1998, HOSTELLER & MOLER, INC. STEPHEN E MOLER, f E #33 93 %f.3 Li REVISIONS v I S I O N S Fax 561 589 2742 75 N • Ph. (407) 255-11 DWG 0 �J i Ph. (.561) 589-4800 ,. ,. ... ..• „ ,• ,. • .• ( ). .• •. ,•.. •. �!,... „ .. • ... ,.•. . ,,•.,,. ,, „ • . ,. . • .. • • .. .. ,.. ,• . .. Florida O • 00 rn rn Cu In In 01 3 3 m J H t- Q' n .A� in G D cs m v r` G) i 0 L OL \ iOf � UTILITIES NOTE ✓'/ 1. ALL PVC PIPE 4" OR GREATER FOR WATER MAINS SHALL 13E THICKNESS y/ O CLASS DR -18 MEETING AWWA C900 AND SHALL BE SLUE OR APPROVED EQUAL. / 2. ALL PVC PIPE 3" OR SMALLER FOR WATER MAINS SHALL 13E THICKNESS CLASS SDR -21 MEETING ASTM D2241 AND SHALL BE BLUE OR APPROVED EQUAL. jr 3. ALL FIRE MAIN PIPING SHALL BE THICKNESS CLASS SDR -14 MEETING AWWA "o/ ,� \ C900 AND SHALL BE BLUE OR APPROVED EQUAL. 4. ALL DIP FOR WATER MAINS SHALL BE PRESSURE CLASS 350 MEETING AWWA STANDARDS. C 150/A 21.51-91 OR LATEST REVISION. \ / /// i /•// ;tormwater \ 5. ALL PVC PIPE FOR GRAVITY SEWER MAINS SHALL BE SDR -35 MEETING ASTM Tract Di C-76 AND SHALL BE GREEN OR APPROVED EQUAL S. ALL PVC PIPE FOR SEWAGE FORCE MAIN SHALL BE DR -18 AND SHALL BE /i /~ t �,•� \ \ BROWN OR GREEN OR APPROVED EQUAL. // / / /+ l 1-N \ 7. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ANY UNDERGROUND UTILITIES PRIOR TO EXCAVATION. rmwG ` \ 8. ALL GENERAL CONSTRUCTION, MATERIAL TESTING AND METHODS OF ract BtINSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE UTILITIES �� j� DEPARTMENT OF INDIAN RIVER COUNTY. in Florida 9. INSPECTION OR FAILURE TO INSPECT ANY MATERIALS OR WORKMANSHIP BY ` %SII 48 �]O11Y"S before ULl d]6 a THE COUNTY OR OTHER AGENCIES SHALL IN NO WAY RELIEVE THE CONTRACTOR OF Iy 2 _ I HIS RESPONSIBILITY TO PERFORM THE WORK IN ACCORDANCE WITH APPLICABLE / IyY X O \ PLANS, SPECIFICATIONS AND LAWS. / 1 / / / \ �\ �. 1 1 � :• ::;�•. •:::••:: ::::..:\�:,.:.;;,:.;; 10: ALL DIMENSIONS MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND :.: / / � � � ' ••;:�: IF ANY DISCREPANCIES ARE DISCOVERED, THE OWNER SHALL BE NOTIFIED , 3 IMMEDIATELY. / 1 /% / / / \`�\� • 1 1 1. CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES PRIOR ' TO START OF CONSTRUCTION IN ORDER TO PREVENT DAMAGE TO EXISTING \ \ UTILITIES AND THE ADJUSTMENT AND/OR RELOCATION OF SAME IF REQUIRED. `\ / / ` �� � � �� � I ` ,'` •�•; 12. CONTRACTOR SHALL OBTAIN A COPY OF HE F.O. E.P. WATER PERMITS AND, PERFORM SAMPLING de TESTING IN CONFORMANCE WITH THE PERMIT CONDITIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL REQUIRED >/ // � �y,�°' •• •• • •`''.`•'" ROAD CROSSING PERMITS. ::;s. ;:::;• ® 14. CONTRACTOR IS ADVISED TO FAMILIARIZE HIMSELF WITH THE . OVERALL SCOPE OF WORK TO BE PERFORMED PRIOR TO SUBMITTING A BID. 15. WATER MAIN AND FORCE MAINS SHALL BE INSTALLED WITH 36" MINIMUM / I / Its the TAVI COVER AND SHALL BE CONSTRUCTED SO AS TO AVOID EXISTING AND KNOWN FUTURE j� / / (I \ ` `\ i UTILITY LOCATIONS. �/�/ 1-&o0-432-4770 / � I +,� 1 16. ADJUSTMENT OF MANHOLE TOPS SHALL BE INCLUDED IN THE CONTRACTOR'S I 6 R e c re a tl O n , / / Sunshine State fte Can OI Florida, Inc. UNIT PRICE AND NO CLAIM SHALL BE MADE AGAINST THE ENGINEER AND/OR OWNER Area FOR THESE ADJUSTMENTS. IF REQUIRED, Q ~' Are ` � \ / I I a / I 17. WATERMAIN de FORCEMAIN PIPES INSTALLED UNDER PAVEMENT SHALL BE D.I.P. WITH 36" MIN. COVER OR 42" MIN. COVER FOR P.V.C. PIPE CSL/// I,, ( ) /0//// 33 + , 18. BENDS SHALL BE INSTALLED ON WATER MAINS AS NECESSARY TO AVOID O �/ " , �. ` CONFLICT WITH PROPOSED OR EXISTING STRUCTURES AT NO ADDITIONAL COST TO >', R. 3 I 19. ALL CONSTRUCTION SHALL COMPLY WITH -THE STANDARDS AND / / /� +1,+< ` SPECIFICATIONS OF INDIAN RIVER COUNTY UTILITIES DEPARTMENT. SHOP �� , / ► k { �"-t- , r+:1 a�-� �'� DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO THE OWNER, ENGINEER ' I = ` ICRUD FOR ALL SEWER AND WATER APPURTENANCES PRIOR TO FABRICATION. t,+oo t ` � \\ ` AND / - \ 20.1 THE CONTRACTOR SHALL NOTIFY THE OWNER, ENGINEER (589-4800) AND $6 i r , ` UTILITIES DEPARTMENT f O t (770-5300) A MINIMUM OF (48) HOURS PRIOR TO , 1 COMMENCEMENT OF CONSTRUCTION. _ / + •' A ` \ \ 21ALL PRESSURE AND BACTERIOLOGICAL TESTING FOR WATER MAINS. TV/INFILTRATION/EXFILTRATION TESTS FOR GRAVITY SEWER AND PRESSURE TEST ` ` FOR FORCE MAINS.. SHALL BE COMPLETED AT THE CONTRACTORS EXPENSE AND 8 \ $5 or COORDINATED WITH THE OWNER, ENGINEER AND INDIAN RIVER COUNTY. THE 111 \ Q ` i ` ` CONTRACTOR SHALL PROVIDE THE ENGINEER WITH ALL TEST RESULTS. ^ I 1 ` % O 22. THE CONTRACTOR SHALL SUPPLY THE OWNER AND ENGINEER WITH TWO COPIES OF : AS -CONSTRUCTED INFORMATION SHOWING THE CONSTRUCTED LOCATION OF ALL _ 1 C % 0 m am rn 1.0 3 O� 3 7 M J F— M Q f� tT 0 U m v r` .o L 0- lD 0 CONST. TEMPORARYJUMPE / Ow CONNECTION SEE PETAN4, Gi0NST. S �'L IN \ . " RESTORE EXISTING / �� i f r \PAVED. ROAD IN—KIND t(\� y O l T I I CONST. 12"x10"% WE / TA W/ TAPPING VAL\V J# i �..� \ \ \ \ I Y / ♦� ' �, \ \ �� > \ NOTES: 1. WHEN CONSTRUCTING FORCE MAIN AND WATER MAIN - CONTRACTOR SHALL USE D.I.P. UNDER PAVEMENT WITH ✓ 36 MIN. COVER UNLESS 42" MIN. COVER CAN BE MAINTAINED. P /�► i // ` \ \ \ \ WHERE 42" MIN. COVER CAN BE ACHIEVED, P. V.C. IS ALLOWED L/ ,UO \� \ \, ` \ AS LONG AS ALL OTHER F.D.E.P. AND I.R.C. UTILITY DESIGN „ ` \ STANDARDS ARE MET. / G x /P ON ST. 1 0 0 WAT M A \ /UNDER STORM SEW R 04 \ ^ry / � (� , ./ W/ 18" AIN. .VERT. � ,, \ \. i i ♦ Q / // CLEARA � CE \ \ 4+41 11 \ \ i .,.* i ♦ i i / CONST. 10"0 WATER MAIN � // (SEE NOTE THIS SHEET FOR / MATERIAL AND COVER.) 1 Stormwater o . Tract I,ptt • `� / CONST. 1"0 SHORT SERVICE Y. W/ (1) METER BOX (TYP.) \ \ \ 0000. Stormw ter \ a. \ /N Tract 3 0.4 • � MFi 16 \ 1 \ � RM - 19.80=1= \ t 1 o I V. O T - 14.00 (S.E.) -+ l C)(D \ I I _ �- CONST. 257LF 8"0 PVC GRAVITY SEWER ® 0.4094 �\ \ . •\ COQ ST. 1-1/2"0 SHORT SERVICE :r LD � �.� \. W/ C2) METER BOXES (TYP. c" ; \ \ s'IN _ - 1 N`N\\` �``\ \ \ 5' (TYP.) � 141 • ►JAI ®'t/ `s ® � \ \ I c. N N N•\CONS`-1. 1-1/2"-0 LONG SERVICE � / ® ® � � 0 � I ��. \\ \ (2) METER BOXES (TYP.)NN 40 ` T CON T. FI YDRANT • ! � � \� AS MSLY (TYP.) \ �+ \ \ \ \ \. `. MH#J 7 t o .. ` IN, v 1� RIM (�- 19.141 �•- N T. 9 °LF 8 D.I.P \ \ i rn INV. SIN = 12.97 (N.W.),.' 0.4090 \\ ,\ INV. i1N 2 (S. E.) 2 -INV. IOU � 8. 2 (N . E. ; - -'" f•�'..j I O ti .. P AN``,�,EE SHE T 2 F \ \ �' \\ C NST. 72LF 8"ZZs PV., t \ CONST. R GATE VALVE W/ \ \ / \ GJAVITY SEWER ,0 0:35% CONST 10"0 WATER MAIN VE B ND CONC. VALVE PAD OVER 6F�AA(ITY SEWER '\ 9� i • •�j rr C�NST. 3'Sa RESTRAINED \\ ' CO ���,�SPVE CONCRETE `\ �YV�/ 18"MIN. VERT. CLEARAN 4 BEND �. ,,�+ SE �' x \� AND b NOTE TH I=�OR MATERIAL ` ° / I ST. 10 `� E I D TEE \ ) lo, � 6 ., Recreation , CON 1O R. b., GA E VE MH 6 W ALV X SAID O C PAD (TYP.) Area 1t I i RIM — 19.64f \Op CONST. 2 8" PV : . ! INV. IN — 9.47 NES p GRAVITY R ® ..35i' INV. IN 9.235) ya H# RIM / i! ., INV. OUT 9.18 (NW) / RIM — .O t \ MH 4 INV. IN O O ( E.) - _ RIM = 19.701 ` �/ ,� INV. OUT O'y 5 .W.) INV. IN = 11.00 (E. r \ \ / INV. OUT 10.90 S.W.) �'� \ i ;• CONT.T. 1 O as WATER MAIN / • - x '° � � l :`_ ,r \ ` _ OVEN GRAVITY .SEWER � v �� CONST. 170LF 8"os PVC I F• W/ `ji3 MIN. V-CON'�'n,,T. S. T �./ ` -GRAVITY SEWER ® 0.3:i� s r. (SEE NOTE FOR VALVE WI VE BQX 2k \ \ \ _ t i MATERIAL AND ,� i AN CONC. YP) q µ �" ` 'tea ,•�COST. 1 "TERM AL E DEPTH) � oo � P a rK ��., • '�� �°-� !"s -i ®-�-� � \2" � �i,p - ., LTEMPORA 10+00 11+ o CONST. 1 Q„0 R. GATE VIALVE \\ - ONS'l3 )RCE MAIN , RY SAMPLE PINT - WITH VALV� BO AND COtJC. PAD (TYP.) \ (; (SEE &OTE THIS SHEET FOf� ' I \ - � •• t1ATEFJIAL AND COVER.) � - - nnll _ i CONN. 174 LF 8"45 PVC '� '� 2 CONST. 10'0 AT MAI 1 � k r I UNDER STV WER �, ( \ > GRA TY SEWER ® 0.35% ., " CONST. x 6 EST IN D TElt i W/ 18 MIN. E T. CLEARANCE P , CONST. 6"Sri WATER MAI►! 1 • CD \ CO T. 6"sa R.S.AGATE VA1VE _+ MATERIALEAND COVEL I FCR Park , \ H VALVE BOX VND NI PA� D t N ' 0 \ � AND 6"0 G M415 RIM = 20.391 o.; CCh1ST. 1O"s� WATER M IN o , ° 85 I i o Q ( I (SEE NOTE THIS SHEET FOR t I INV. IN = 9.88 S.E. I I MATERIAL AND COVER. \ \ O I INS/. OUT = 9.83 (N. .� ) \ �\ .. \ \ CONST. 6"0 D BLE S WER =' ! � I (�D � LATERAL W/ LEANOU� (TYP. \ \ Lam„ t ' i i _ 1 \ Io ONST. 400 LF \ - Q i � ( 8 � PVC CONST.'., 40 F 8"os P VGA 1 � I JGRAVITY SEWER 00.35% GRAVITY WER ® 0.357.\ � CD 88 �_ er�•I �+ + CONST. FIRE HYDRANT 0 o .I I i • 1 , ASSEMBLY • I � .\ t I Stormwater \ \ Tra/`1 Ct t� r 89 �\ CONST. 6*' ATER I AIN \\ ` Qg \ (SEE NO THIS SHE T FOR \ MATE L AND COVER 1 1 SEE SHEET 1 (MATCHUVE �• d F 2 ledr.,alms6rtaaanLN d:ua,l&eama sdam.uiliuais...d�ds.lt.,: .,�......,iw.:w,�`�rass /h:..l Al;lf ua. s„iww ui..a. ui,aaw.arm:, ,auua.W:,uems a,sEm . u!R= it .. - k� - V L ' - - - . - .us,„.ir auw,uW ar.Yma.m rdm.wxi,r,.ma.,daara.•,naaaro on. axd+,+s in :a, s,,.w..,,s.uua m„nous„hs,ra. ,amsdxaadx. nrm ,;,m:., isrx.,n,,lt:.t„e.iam+mdunisoS 'i, s.ar. avr . .. , . /l - - . 743U 9 11L3 DWG Utilities PlanDRAWN BA.'lith to a0 documents which bear the copyright _ MASTELLER & MO LER, INC. Plans of Maateller h Molar, er, Inc. vested solely ely - n C J t ��• O n 1 f.a i n MasteMer &Molar. Inc. These documents an DESIGNED BA. provided to the owner sdely M connection with this project. Any other use or reuse of these a M.E, documents or any reproducttan, display, sale, or = CHECKED SJ M - CONSULTING ENGINEERS fpr other disposRlon of these documents by anyone 7/13/98 REV. PER CLIENT BA/SEM le expressly prohibited without consent ar r Mosteller �r Molar. Inc. pursuant to the Federd AUG 0 7 199E oAtE 1 /98 N0. DATE DESCRIPTION Collier Copyright t_aw.• � DR/APP 1623 N. U.S. Highway 1 Suite 82 6767 N. Wickham Rd Suite 400 Club _ Subdivision scuE 1 =50 ' REVISIONS . 1 Sebastian, Florida 32958 � Melbourne, Florida 32940 • Ph. 561 589-4800 Ph. 407 255-1175 SHEET 13 2 3 Sebastian Fox o _ T : . . Florida @1998, MASTELLER o - - 61 589-2742 LE INC 2 Fax 5 .. „ ... R, County Fa 407 -253� � � 3 , 4439 ... Indian V@C U e � N M ..,.,HEN E MOLER, P owc o 974 � 3 E E., FL 3 3 00 00 CU to OJ 3 tT - 3 fy'I J H 1-- M Q n Cn V) 0 U m v n c, .o CL / 0 -7- MA1 HLINE SEE SHEET 13 O 2 ++ �� I I o 1 \\ l \ I CJNST 3"0 FORCE MAIN I A \ t aEE OTE THIS SHEET FOR\� t• Pr'TER AL AND COVER.) i rl �a , \ � �` • �'� 1 �\ 4t CONST. 6"0 WATER MAIN I' CD U (SEE NOTE THIS SHEET -0Z + t) I I Rt ( MATERIAL AND COVER.)k \� ,. . •r•1 f i MH#3 1 \ { { \ I � ( RIM :_AO.25E � 1 \ v, ( ` (E. + INV. .+) I o I OUT - 12.40 (W.) Stormwater, \ { \ i NOTES. ,� CD g 21. WHEN CONSTRUCTING FORCE MAIN AND WATER MAIN Tract A ♦ w I { CONTRACTOR SHALL USE D.I.P. UNDER PAVEMENT WITH _ t 36" MIN. COVER UNLESS 42" MIN. COVER CAN BE MAINTAINED. + - ♦ CONST. 400 8"0 PVC, X � 7g � � ` I ( WHERE 42" MIN. COVER CAN BE ACHIEVED, P.V.C. IS ALLOWED i I - -+56.93 o CD AS LONG AS ALL OTHER F.D.E.P. AND I.R.C. UTILITY DESIGN _. J GRAVITY WEIR ® 0.351 U ` S R { STANDARDS ARE MET. 1 I CONST. 6"as O B!.� E E I CD I{ ® �� LATERA / CLEANOUT TYP.) I ?� I I(�Dc t � '{ MH14a, � r � RI 19.874- o 1+ =N 1:33 (Evo INv, OUT = 11.2 o t W ATERCONST. = \ UNDER STORM SE I { \ rt { I W/ 1 8"MIN. V CLEARA CE �, CONST. 6" ATER� MAI t !• t` ` (SEE NOTE R MATERIAL ,' (SEE N THIS SH ET ,I ( t AND DE ) 94 0o MAT AL AND COVER.) 1 Moot + ► . I 16 ,, k ,� \ \\ r { CONST. 192 LF 8"0 PVC Z f q 0.43% Q' ` t CD CD \ • I 1 04 � T,�6"0 R.S. VALVE \ ` ` \ / WI /VALVE BOX N _, F. ;-�+rr' } I r� \\ k .. ., ONST. 6"0 WATER MAN .� CONST. 60 PVC WATEFZ MAI � \ s ` C�1�IST. 6 x 6 R STRAINED TEE UNDER STORM SEWER \ /�• \ f+ i I r . W/ 18"MI1�. VERT. CLEARANCE ` UNDER STORM S ER VV / • I I 1 / ONST. SAMPLE POINT (TY ., 1 18 MIN. VEFQTICAL CLEA ANCE� \ `, \ I (SEE NOTE FOR MATER AL I i CONT. 60 .S: GATE VALVE AND DEPT -I) • r WITH VALVE BOX AND CONC. 1 0 » , k CD , t I CON(00 S ORT SERVICI I CONST. 6 �c 6 RESTRAINED " r PAD (TYP.) CONST. 6 x 4 I� I o MH#13 ,'` W/ (1) METE BOX YP.) TEE RESTRAINED 9 ,� ,� /�� . RIM = 20.35E x C T. 6 x \, { INV. IN 14.12 s.) (, 102 I I 1 1 99 gg 97 I ; 96 95 Q� t ESTRAINED T E \ i/ . ., _ � 100 Q �, INV. IN = 12.15 SN.E. " I C ) d'X . CONST. 2 6 LF $ � PVC � � INV. OUT - 12.05 (N.W f �O GRAVITY EWER ® 0.34% I I ON SI. FIRE HYD f Al 4 1 O / ASSEIv BLY (TYP.) U ---- .FE3t�iST. 6"0 R„S.' G T A E l \ Q I -o ( CONST. G'RS R.S. GATE VALVE W/ I n t� WITH VAI-VE"�OX CO \ r I VALVE BGX ANDS CONG. PAD t ( ., x PAD TYP. \ / / .�� COVST. 3 � RES -F�Ai 1<kO" (TYP.) +._ I ` I La k Circ: = e - - _ ! _ _ 90 - BEND A //_ �_�� x k4 M x 0 CONT. 6"0 WATER MAIN / `\ g� '" 4-- 0 - -- -- H# '' Y I t, zs (SEEI NOTE THIS SHEET FOR i Park ` RI = 20.33:d: 1 / �'✓ I/ �t MATTRIAL AND COVER.) • / - ---- rn '( V. IN - 13.90 (E.) / ' sr -•00 0 11+00 12+00 13+f90 0 14+P _>a / I CD / r� o° / o- I ® - 1 - I f I - 1 + +o ! -/ :, ` INV. OUT = 13.85 (W� 1 / 1 l t i M Ili 1 2 , „ i o '� X70 ___.,L .•, 7 4 1 , ` CONST. 125 LF 8 0 PVC tt r� � _ GRAVITY SEWER � 0.33% Q,� � .—.. -- ---J \ + R t = 19.6,3:±: i _, ,� , Y �,. , .�. 9—M WL t ■s _ BOC \ 1 IN',/. IN = 14.64 S.E. i � / / (TYP. 5 \ \ \ `r INN/. OUT - 14.5 (N.j CONST. FIRE HYDRANT 1 ,> ) V_ - t r ASSEMBLY (TYP.) I I I •� i CONST. FIRE HYDRANT CONST. 303LF 8"0 PVC / CONST. 4 0 R.S. GATE VALVV \ C{DNST. -6 X 4 r I ASSEMBLY (TYP.) _ - �� WITH VALVE BOX AND CONC. r t 1 I Z (�D !GRAVITY SEWER ® 0.35% /('AD (TYP.) RgSTRAINED REDUCER Park 1 \ J +74.40 I ! I 1 1 i I- a rl� ` � I I 20 GD - 48 I ;�, k 73 \ MH#10 I I r � � \ - f RIM = 19.81E ! 1 INV. IN = 14.28 S.E. CONST. 6" X 4.. � MH 8 I �Y� , o � ` � \ \ \ INV. IN = 13.09 N.E. RESTRAINED REDUCER ; , O \1r CONS "� SH�RT S RVICE� \ f�---!■� o t INV. OUT - 12.99 (W.) I i + I RI >= 20.70E t + / t W 1) METER OX ( YP.} \ \ 2 INV. IN - 14.26 - INV. OUT = 14.16 (S.�.) % CONST. 400LF 8"4s PVC GRA CITY SEWER ® 0.40% t� \ "'ONST. FIRE HYDkANT 1 1 I I I �• I / t 00 ` �` ASSEMBLY (TYP.)3 1 21 32 35 I I - 49 % I �1 5'MfN. 72 1 i t I - B.O.C. 46 t 1 I ( " � 'CONST. 3 8"0 PVC _(TYP.) i n r r � I � t CONST. 341 LF 8 � PVC ® 0.40% I ( 1 .GRAVITY SEWER ® 0.40% i , GRAVITY SEWER ® 0.40%,i �' �.. _ {t "� .. tt CONST. x 4" i I 1 I i V o RE AINED REDUCED t i I I CONST. 356LF 8"0 PVC ,'� t t 1 I O I , GRAVITY SEWER 0 0.40% ( I i � ( C + 0' ; -o �" (5D IC i i r �.CONST. 4,> 'a WATER MAiN � 2 ` t CONST. WATER MAIN t SEE NOTE THIS SH ET FOR (SE OTE THIS SHEEN, FOR t I I CONST. 4 0 WATER MAIN � � � MA I ERIAL AND C.Uv R.) TERIAL AND COVER.) ` \ \ __- t 1.,. I - I (SEE NOTE THIS SHEET ( / i I I t \ \ r I I FOR MATERIAL AND COVER. - w , C NST. 3"0 F AIN , CD i . I )I ® r i i E HIS SHEET FORi \ M RIAL AND COVER.} t23 --- 30 37 I I 44 e 51, a �5� CONST. 4"0 WA . ER MAIN I CONST. 1--1 2"0 SHORT ® r\ _ � r f CONST.. 1 -2"0 LONG S RViCE \ t \ I ( I I (SEE NOTE THIS SHEET F'OR I I SERVICE W (2) METER W/ C2) METER BOXES (T P.) - r t } -� MATERIAL AND COVER.) I t,, I BOXES (TYP.) + tt I ( 1 i I —+ I -o / o 69i 43 ® r 52 ONST. 3»0 RESTRAINED(2D(�D 38 - � 57 45 BEND ■ 18" MIN. CE�ER TO #y4TER \ t .r MH 11 • f , V 1_ r I t OF TAPS (TV.) i (�D I CONST. 4" GATE VALV \ t , 4 RIM - 20.43E "} 1 � . (� � I �- ; t I N V. I OUT 16.0 `�`�y� t 20.431 RIM - CONST. 4 GATE V,4VE WH#7 / I - 20.43E 1 j tl I tt INV. OUT = 15.70 (N. S W.) %' i �y OUT = 15.70 ( ) CONST. 4 GATE. VALVE IN \ RIM 1= 20.551 I { l / _ / ®� /' S3 `�`•-- _ CD INV. OUT = 15.50 ( .) `` 68 CONST. 3"0 FORCE WIAIN t I 39 , - FOR CONTINUATION \ t t O i GD _ , SEE SHEET 15 OF 2 I I ► I t CON 4 GATE VALVE / / , �, 2\ i CO ST. 2" 0 BL WO�F ' � / � 6 5 � CONST. , . F R�E MY�IN ■ N IIII CONST. 2" 0 BL� O F i -� t / t: W/ SAMPLE PO( / CONST. 2" OWOFF _J \ W/ 3' M�. CO It 1 t W I SAMPLE PO T t I , CONST. 2 0 BLOWOFF i' � W SAMPLE OINT / W/ SAM E POINT � � CONST. FAIR RELEASE VALVE C6NST. 3"0 PLUG VALVIi 1 _ CD 0 7WJt VALVE BOX AND CONC.-\ VA VE PAD. t I y (12D61 I Q / 40 55 t +lJ /1+00 -} ----,\ i.------ ` �- '%� CONST. 3"0 RESTRAINEDI' 4-o 45' BEND luu Y tl�11 it1 , ii 1 . 1Y11 � _, JLtl1 11. IMd 14 1 1 .111 0 d i I, 1, 1 1I ow. I ....:d Im n. uY GY'.„iul i11 lilm1J 1fi I I Y 1 - J _ DRAWN B.A. Utilities Plan it g ii i •11t1a to all %t } documents which bear the copyright Of Masteller d Inc. Is seated edgily In DESIGN® BA.MASTELLER & MOLER INC. dlar. Inc. These documents ars provWedo the owner ecrt(tl this project. Any other use oreuQothese - In with ans docu ^' CONSULTING ENGINEERS expressly any f thea reproduction, entay, ads. or CHECKED S.E.M. for other dlposklYm of these documents by anyone 1 1 xp y prohibited without consent of / M Mosteller k Molar. Inc.pursuant to the Federal AU6%� DATE 98 Copyright Law.. �Y ��y� _ 1 1 s 1 C?"1 SCALE 1"=50' �� 7/13/98 REV. PER CLIENT BA/SEMCollier Club NO. DATE DESCRIPTION DR/APP 1623 N. U.S. Highway 1, Suite B2 6767 N. VICkham Rd, Suite 400 I OF t, Sebastian, Florida 32958 Melbourne, Florida 32940 Sebastian SHE 14 22 REVISIONS 1998, MASTELLER & MOLER, INC. Ph. 561 589-4800 Fox 40 255-1175 Indian River Count FloridaFd974 y Fax �561� 589-2742 'Fax �407� 253-4439 y I P • E • OWG NO 1 STEPHEN E MOLER, FL 33.193 -3 99 _ I CO cn CP CO Cu &i cluv to 3 3 t0 3 m v t� U) a O / m v rn •a Z CZ rp 5� 5 FOUR HYDRANT GUARDS AS REQ'D. BY IRCDUS NOTE: 1. TRACE WIRE IS REQUIRED ON ALL PIPE (�)T E RODS' GALV. - SEE NOTE 1 (BELOW) GRADE ROADWAY GRADE (SWALE) 2. NdCLUDE ALL COST OF MATERIAL h LABOR M PRICE OF PIPE RODS 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY OF ALL TRACE WIRE I HORIZONTAL 8c VERTICAL SEPARATION REQUIREMENTS 90. a[ CONCRETE PAD `��i.11 e`. 4. ALL SPLICE CONNECTIONS ARE TO BE HOT SOLDERED (50/50 RESIN CORE), n � O SEE NOTE 3 �•��7�! "�-- �`'L SCOTCH WATERPROOFING WRAP W/3 ALTERNATING AYERSS OF SCOTCH •33' TAPE & COVER WrIN 1- A CORPORATION STOP SHALL BE INSTALLED WITH A OSE SANITARY SEWER ACCEPTABLE 30" SQ. X 4" MIN. �.. •�. ,. ,b` POTABLE WATER RECLAIMED WATER STORM SEWER ` (BELOW) THICK w 1 -`':• '. ,. 5. SHRINK WRAP MAY BE USED INSTEAD OF SCOTCH WRAP LENGTH OF 1 " COPPER TUBING EXTENDING ABOVE UTI UTY (GRAVITY & F.M.) VARIANCES �. 45' / ( ) I 2 ts. VERIFICATION of SIOt1AL IS REQUIRED UPON COMPLETION OF CONSTRUCTION. THE GROUND. THE TUBING SHALL BE INSTALLED No. 30 CONT. MIN. WITH A 180• BEND. HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. HORIZ. VERT. TO PUT CONTINUOUS TRACE WIRE 2" LOCKING--••+ UNDER BOLT, FIRST LOOSEN NUT, CURB STOP STRIP 3 4" OF AWN THEN SMP 3" MIN., WRAP ONCE GATE VALVE W/ P.V.C. PLUG / AROUND BOLT, , TWIST, z WRAPS 5 C C 1 8" 1 O' 1 8" 1 O' 1 8" ' APPROVED 3 4" WIRE le 4' OF BRANCH "Do NOT CUT WIRE' 1'� GATE VAL POTABLE _ / M WIRE 1 " COPPER TUBING MECHA�IC,�1L X COMPRESSION • METER edx ncx�rEN NUT AFTER WRAPPING WATER - 3 O O SEE GENERAL JOINT Et FITTINGS ,• 12" MIN. I.D. TRACE WIRE AROUND THE BOLT. / VARIES 2" CORPORATION STOP ' .• RECLAIMED 5' C/C 5' C C NOTES: NO.4 18•• / 18„ 6" (MIN.) �p� : t C.F. 3/4" MIN. 5 WRAPS _ +� WATER 3' O/O - - 3' O/O WATER MAIN P LA N VI E V V _ GRAVEL OR -- • CRUSHED ROCK ��� 10 WRAPS N CONCRETE THRUST RESTRAINED PLUG (M.J.) k • II �yZ GRAD SANITARY 1 O' 1 8" 5' C/C 1 8" BLOCK PUMPER NOZZLE---, - •• •" .-5 FACING ROADWAY : 2" POLYETHYLENE j�j I - - VALVE BOX ACCESS - ' V•\ 5;�\v SEWER 3' O,/O Z J GRADE-•\ I I J L DUAL fNs� OMNI Z_ I CORPORATION STOP GENERAL NOTES: 4 ACCEPTABLE VARIANCES: DIRECT 1 �' Z WITH P.V.C. PLUG ) CONNECTION I HORIZONTAL DISTANCE WHEN ABANDONED A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, o (ANCHOR TYPE) N EQUAL TO DEPTH OF COVER , .:'� ::%;9. 30'bAIN' I ,�' to 1) THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS n o %:' a I <SMF s� IR UNDER AS DESCRIBED IN F.D.E.R. RULES OF THE FLORIDA ADMINISTRATION DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE 6., G.V. •a �:: . ' USED FOR AT LEAST ON OF THE PIPES. DUCTILE IRON OR s" PIPE `' ,.�� f , - coNnNuous /14 TtIHN CODE (F.A.C.) THESE SEPARATION REQUIREMENTS SHALL APPLY �►` BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR CONCRETE ENCASEMENT MUST BE USED UNTIL MINIMUM SINGLE CONDUCTOR v 4' MIN. COPPER TRACE WIRE _ CLEARANCE IS REGAINED. :< 1.5 CU. FT,- PROPOSED UTILITY LINES. CONCRETE( /� - - E�E/1. j B. WHERE 18" MINIMUM VERTICAL SEPARATION IS NOT J2) FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF 6(MIN.) CONCRETE. TH TR_.,... , . l f,r „,- „ HALF HITCTd HALF HITCH ONWATER MAIN UNDISTURBED �`° `� BEHIND EACHH SIDE WATER MAIN MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINEDDUCTILE IRON OR ENCASED PIPE CENTERED AT THE BLOCK CONCRETE POURVL'-`'BELL BY F.A.C. 1 7-61 0. OTHER TYPES OF RECLAIMED WATER ARE �� CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR POINT OF CROSSING. SPECIAL SUPPORT MAY BE SOIL 7o UNDISTURBED �� �;�� �'�`'�';`• PRESSURE -TREATED Eklly+i ptADC SANITARY SEWER SHALL APPLY. REQUIRED. _ CROSS SECTION SOIL R >:�::� PLYWOOD c NOTES NOTES �!i ``'�a MIN. 3 TWISTS EP -� � aox 1. HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON ` �� Eno , �TSNA90S �''� NOTES 3) ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO C. IF 36" MiNIMUM DEPTH OF COVER IS NOT �AINTAINED, PIPE FILLED w/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRANT. 1. COAT ALL EXPOSED THREADS `': STEP 2 4TM�{H TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION SPECIAL PROTECTION OR PIPE MATERIAL UPGRADE MAY BE 2. Q OF THE PUMPER CONNECTION SHALL BE 18" MIN. ABOVE THE WITH COAL TAR ENAMEL BEFORE BACKFILL. PPER C RE- PRODUCING GREATER CLEARANCE SHALL BE USED. REQUIRED. wus AT saMT�s 1. TEMPORARY SAMPLING POINT MAY BE CONSTRUCTED OF OF THE NEAREST ROADWAY OR FINISH GRADE. 2. THRUST BLOCK HEIGHT EQUAL TO PIPE DIAMETER- MIN. 5 WRAPS , �,�„ MMAT rrrTn+cs ALTERNATE MATERIALS AS APPROVED BY IRCDUS. C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 5) NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT 3. COAT TIE BOOS WITH COAL TAR ENAMEL AFTER ASSEMBLY (2 COATS MIN.) 3. BLOW -OFF To BE LOCATED AT ALL DEAD END LINES, AS REQUIRED * O/O - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. WITH ANY PART. OF A SANITARY OR STORM WATER MANHOLE 4. ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE, AMERICAN- BY I. R. C. D. U. S. SOLDM STEP 3 OR STRUCTURE. DARLING B-84-B,MUELLER A423 OR CLOW MEDALLION F2545. 4. ECLIPSE NO. 85 BLOW -OFF AS MANUFACTURED BY JOHN C. KUPFERLE 5. ALTERNATE METHOD OF RESTRAINING HYDRANT MAY BE USED IF FOUNDARY CO., ST. LOUIS, MO. MAY ALSO BE USED. (BACTERIOLOGICAL) APPROVED BY IRCDUS (E.G. TIE RODS) 5. THRUST BLOCK DIMENSIONS SHALL BE AS APPROVED BY THE IRCDUS. STEP 4 .. 6. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN ALTERNATE METHODS OF RESTRAINT MAY BE USED AS APPROVED MM L!� >3RtJCE uErAt. (� (� TEMPORARY SAMPLING UTILITY PIPE i LIEU OF ABOVE. BY IRCDUS. � EIRE HYDRANT DETAIL 2" BLOW OFF DETAIL TRACE WIRE DETAILS POINT SEPARATION REQUIREMENTS (N.T.S.) (N.T.S.) (N.T.S.) (N.T.S.) (N.T.S.) DOUBLE CHECK VALVE r BACKFLOW PREVENTER NOTES 24" X 24" X 6" THICK CONCRETE PAD AT GATE VALVE FEBCO 805YD EACH VALVE Box WiTH (1) - NO. 3 0 CONTINUOUS. (SHALL BE 36" X 36" IF 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE 18" CENTERS (MIN.). TEST COCK GATE VALVE LOCATED IN TRAFFIC WAY.) PROPERTY LINE 2. SHORT SERVICES REQUIRE 18" MIN. COVER; LONG SERVICES REQUIRE (�') UM VER. UNION ( REQUIRED) METERS SHALL BE 24 MINIMUM CO THREADED 2 D LOCATED IMMEDIATE NIPPLE TYP. INSIDE THE RIGHT-OF-WAY 3. MINIMUM SERVICE SIZE NOT LESS THAN 1", DUAL SERVICES SHALL BE (TYP.) 90' BEND P.B. GOOSENECK 3' UNLESS OTHERWISE A MINIMUM 1 -1 2" AND TRIPLE SERVICES SHALL BE A MINIMUM 2". LONG (MIN-) OR SWING DIRECTED BY IRCDUS QUADRUPLE SERVICES SHALL BE AS APPROVED BY IRCDUS. (2 REQUIRED) JOINT OR APPROVED 4. 1" & 1-1/2" LONG SERVICES REQUIRE A 2" MIN. I.D. CASING PIPE. 2" EQUAL BY IRCDUS - PRESSU GAUGE z x LOCKING LONG SERVICES REQUIRE A 3' MIN. I.D. CASING PIPE. CASING PIPE CURB STOP SHALL BE SCH 40 P.V.C. W/ VALVE (TYP.) 5 2 ,--SAMPLING (TO ACCOMMODATE APPROVED METER BOXES _ ! TAP 1 "• 5/8" x 3/4" METER I SHALL BE "CDR SYSTEMS 5. METERS GREATER THAN INCHES SHALL BE AS MANUFACTURED BY FINAL GRADE N cfl } CORP." POLYMER CONCRETE & HERSEY, MASTER OR AS APPROVED BY I.R.CO. DEPT. of UTILITY SERVICES I I NOTES ��Rp 2•-O" ROAQWAY '-0" I FIBERGLASS AND SUPPLIED BY AF=(.CANT. METERS 2 INCHES AND SMALLER SHALL BE ` SUPPLIED BY IRCDUS.' f � a" 1. VALVE BOX UD SHALL BE PAINTED BLUE FOR WATER STOP FINISH GRA s ' \ f 4"GSP AND YELLOW FOR FORCE MAINS. _ 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND/OR CONTRACTOR ",� �. J AND SHALL BE INSTALLED ON ALL LOCKING CURB STOPS, SAMPLING VALVE A ` , •I POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME OF ACTIVATING " TAPPING SLEEVE L v E BOX PAD DETAIL ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. 12 MIN' W/ 4" GATE VALVE t 2� 7. CURB STOPS TO BE SAME SIZE AS METER TO BE INSTALLED, o I n 1 (�•) (N.T.S.) 8. RESTORATION OF AL!-- AREAS DISTURBED BY SERVICE LATERAL CONSTRUCTION �-• EXISTING MAIN- -- - I NEW MAIN T d - I IN LINE DUAL SHALL BE IN KIND. - • LONG rjERViCE CHECK BY 9. THE EXACT LOCATION. FOR SERVICE LATERAL INSTALLATION SHALL BE DETERMINED MAIN SIZE JUMPER SIZE IRCDUS IN THE FIELD BY THE:':OWNER AND ENGINEER. NOTE: USE AT POINT(S) OF FILLING M METERS ALL OTHER LOCATIONS PROPOSED TIE IN VALVE SHALL ,--STAINLESS STEEL SHORT F 10. "LONG" SERVICES SHA: -_L BE JACK AND BORED UNDER EXISTING STREETS, EXCEPT FOR CONNECTION TO EXISTING MAINS BE LOCKED IN THE 4" * 2" f� SERVICE (SEE NOTE 6} DOUBLE STRAP AS NOTED. MUST REMAIN ISOLATED UNTIL DEPT. CLOSED POSITION & 6 „ 4 „ SERVICE SADDLE OF ENV. PROTECTION IS OBTAINED. OPERATED BY COUNTY WATER MAIN FITTINGS 11.CORPORATION STO S SF,.`.LL BE BRASS WITH THE INLET THREAD AND COMPRESSION PERSONNEL ONLY. �, „ OUTLET FOR CT AND CTS. -P.E. IN CONFORMANCE WITH THE LATEST AWWA C-800 PROCEEDURES FOR FILLING AND FLUSHING IF NO VALVE IS 8 6 AS REQ'D. BY MUELLER COMPANY, FORD METER BOX COMPANY, OR APPROVED EQUAL. PROVIDED, MAINTAIN 1. FILL THROUGH BACKFLOW PREVENTOR PHYSICAL SEPARATION 8„ or LARGER 6" 12. ALL FITTINGS AND PIPES IN SERVICE LINES SHALL BE NON -CORROSIVE, SUCH AS .PVC, " BRASS, BRONZE, STAINLESS STEEL, POLYETHYLENE OR COPPER. 2. FLUSH 8 AND SMALLER MAINS THROUGH UNTIL DEPT. OF BACKFLOW PREVENTOR ENV. PROTECTION NOTES 13. ALL WATER SERVICE TUBING SHALL BE POLYETHYLENE PRESSURE CLASS 160, OR 9.0. 3. FLUSH MAINS LARGER THAN 8" THROUGH LETTER OF CLEARANCE POLYETHYLENE PLASTIC MATERIAL (AS STATED IN AWWA C-901) MEETING WITH ASTM NEW VALVE WITH NOT LESS THAN 10 PSI IS OBTAINED, *1.WITH THE USE OF A 2" JUMPER, A CORPSTOP WITH SERVICE D-2239 STAINLESS STEEL LINERS (TUBE INSERT WITH FLARED END) MUST BE INSERTED DROP ACROSS VALVE AND MAINTAIN A INTO THE END OF THE POLYETHYLENE TUBING PRIOR TO FITTING COMPRESSION MINIMUM PRESSURE OF 35 PSI ON ACTIVE SADDLE MAY BE UTILIZED IN LIEU OF A CROSS AND VALVE CONNECTIONS. SIDE OF VALVE. AT MAIN CONNECTION. • WATER SERVICE DETAIL TEMPORARY ,JUMPER TEMPORARY JUMPER (N.T.S.) CONNECTION = (N.T,S,) SCHEDULE 1 1/2" P•E LOCKING CONST. 16•'x 6,► WET METER BOX SERVICE LATERAL CURB STOPS TRAFFIC BEARING UTILITY TAP W ASPHALT SURFACE FINISHED GRADE (METER NOT SHOWN) BOX AND TOP WITH LIFTING DEVICE IN TOP, IDENTIFY / TAPPING VALVE _ 36' SQUARE w UTILITY 24" SQUt.RE sEr P.E. 2" MIN. GRADE TO REMAIN LATERAL GRADE (ROADWAY)CONST. PRESSURE (SWALE) • • ID • `$I EXIST. (TEMPORARY) . .• Y.'. GAUGE NO 0 ••'.•: �dNTiN.30 o jVALV CONST. 16"x 6 OTEE (TYP.) ONE { 1) BRASS COMPRESSIp Z - :.,•t „ NOTES - - • CONCRETE NO. WYE BRANCH _ CONTIN. IN LINE DUAL ' J 2 W.M. PAD 2 ...._ '' ', ��� CONST. 6"sb -GATE VALVE - LIMEROCK SLIDE TYPE BRASS LOCKING CURBJ CHECK BY IRCDUS AIR RELEASE °Y'' FLOW A 1. ALL HOSPITALS, SCHOOLS, COMMERICAL, INDUSTRIAL, (TO BE PLUGGED AFTER VALVE Box AND FITTINGS AND OTHER INSTITUTIONS ARE REQUIRED TO INSTALL P BASE STOP (FORD OR MUELLER) w VALVE ��': r` 1 /2" P.V.G. DOUBLE CHECK BACKFLOW PREVENTER AS DETERMINED BY i._ ALL TESTING TYP.) WITH INTEGRAL - • � ; „ SLIDE TYPE METER COUPLING PLAN VIEW o �'' � 4'-0" Mir 2 REDUCED PRESSURE TYPE I VALVE Box TYPE 11 a 2" DIAMETER :' BACKFLOW PREVEN R PLAN UTILITY. CONST. 6"93 90' BEND WITH GATE VALVES 2. LOW HAZARD APPLICATIONS SHALL BE REQUIRED TO OR BRASS ••" STAINLESS STEEL , �: 2" DIAMETERPORARY TYP. POLYETHYLENE CAST IRON STAY -PUT COVER CENTER OPENING 2" H.M.1Ii iINSTALL ASSEMBLIES BACKFLOW PREVENTION DEVICE. ( ) NIPPLE (VISQUEEN , s STAINLESS STEEL OR EQUIVALENT) RAISED LETTERS MARKED: OVER METER(S) OR BRASS APPLICATIONS SHALL BE REQUIRED TO INSTALL REDUCED NIPPLE HIGH HAZZARD DOUBLE CHECK VALVE PRESSURE BACKFLOW CONST. DOUBLE "WATER" AS APPLICABLE Ix} DETECTOR CHECK OR 1" MIN. ��. �--��1 2" STAINLESS STEE � .., - PREVENTION DEVICE AS DETERMINED BY UTILITY. EXIST. "SAN. SEWER" AS APPLICABLE CUSTOMERS METER DOUBLE STRAP ,?'- t, 2" BRASS CURB GRA r- 24 MAX. PIPING Box - Z SERVICE SADDLE .: 3. APPROVED EQUALS HAVING FULL UL USC ASSE AND ` VALVE (TEMPORARY) (BY OTHERS) �S0. 3�OTE N '. sroP AWWA MAY BE INSTALLED ONLY AFTER SPECIFIC APPROVAL - ��--- "'-� REMOVE THIS SECTION - ... •.. ; •-• 1D ° - 2 " UNI UTILITY. BY THE UTI O •, . ON 4. SUPPORT BACKFLOW PREVENTER ,ROM WALL OR OF MAIN AFTER ALL a _ : •.,: 4. R - M TESTING IS DONE • MIN. GRAVEL -- . •'., , P Z oo APPROVED PIPE SUPPORT SYSTEM. PIPE SUPPORT SYSTEM ''•'••�'`•� � '�• � OR CRUSHED ROCK :.,•, .• CUT TMAiN D t I SHALL BE BRASS, COPPER OR D.I.P., AS APPROVED BY . •.• :.•••:• - UTI LITY. 2" W M. 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE SECTION A -A TYPE I - - TYPE II 2 1/2 CUBIC YAR CONSIDERED FOR APPROVAL IF FINISHED GRADE F FINISH BOTTOM OF VAULT IS AT LEAST 1'-0" ABOVE THE HIGH CROSS SECTION 3/4 GRAVEL OR , PROVIDE EXTENSION �•-• DRAIN ROCK WATER MAIN GRADE AS SHOWN - n NOTES WATER LEVEL. PROCEEDURES FOR FILLING AND FLUSHING 6. PIPING 2-1/2" OR GREATER SHALL BE FLANGED 1. METERS OVER 2" MUST BE APPROVED BY UTILITY AND INSTALLED DUCTILE IRON PIPE.[ 1. FILL THROUGH BACKFLOW PREVENTOR BY CONTRACTOR. .FLECTION 7. APPROVED DEVICES ARE H=RSEY, COMBRACO AND .. NOTES I't�'J FEBCO. 2. FLUSH 8 AND SMALLER MAINS THROUGH BACKFLOW 2. ALL METERS 2" AND SMALLER WILL BE SUPPLIED AND INSTALLED BY LR.c.D.u.s. 1. AUTOMATIC AIR RELEASE VALVE TO BE LOCATED ONLY WHERE I PREVENTOR. CONDITIONS MAKE IT INACCESSABLE OR AS REQUIRED BY THE 3 FhLU- SH MAINS LARGER THAN 8 THROUGH NEW VALVE WITH 3. MINIMUM SIZE OF METER BOXES: 1" SERVICE (12" X 20"); 1-1/2" AND LR.C.D.U.S• At LEAST 1O PSI DROP ACROSS VALVE AND MAINTAIN A 2" SERVICE (17" x 29"). MINIMUM PRESSURE OF 35 PSI ON ACTIVE SIDE OF VALVE. 5/ APPROVED EQ RS SHALL BE HERSEY TURBINE, MASTER METER, 2. AIR RELEASE RISERS TO BE IN A VERTICAL POSITION AND ;- " - " UAL WITH 5/6" RUBBER METER WASHERS. PLACED AT SUMMITS IN THE SYSTEM. i 4. ALL FILLING & FL SHiNG HA BE IN ACCORDANCE 4. 5/8" 3/4" METERS U S L�, _ WITH I.R.Co. UTILITY SPECIFICATIONS. - 5. 1 2 METERS 'SHALL BE MASTER TURBINE OR COMPOUND A5 REQUIRED. AIR RELEASE VALVE 6. FOR 3& 4 METER ASSEMBLIES USE MULTI -SERVICE "Y" BACKFLOW P R E V E N T O R VALVE AND BOX DETAIL 2"'"LET x (4, '" 'OUTLET FILLING AND FLUSHING D ETAI L (N.T.S.) METER BOX DETAIL (N.T.S.) DETAIL DW 9743WAT1 (NTS) (N.T.S.) DETAILS T s. UTILITY ., . sN i Construction 1 DRAWN B.A. P l a n s � •Title to Ill documents which bear the copyright �i� M AS TE LLE R & MO LE R, INC. of Ma,talter h Motor, Inc. is vested solei m DESIGNED B.A. Mastalier & Moler, Inc. These documents Ora for O j provided to the owner solely In connection with dols protect. Any other use or reuse of these ¢ I +7 199 S.E.M. documents or any reproduction, display, sate or U 9 CHECKED E M CONSULTING ENGINEERS . other disposition of these documents by anyone x nr �' Collier Is expressly prohibited without consent of Mosteller Ac Moler, Ina pursuant to tha Federal - DATE2/98 Copyright Law." Club Subdivision SCALE AS NOTED 1623 N. U.S. Highway 1, Suite B2 6767 N. Wickham Rd, Suite 400 N0. DATE DESCRIPTION APP Sebastian, Florida 32958 DR/ Melbourne, Florida 32940 REVISIONS Ph. 561 589-4800 Ph. 407 255-1175 Sebastian ©1997, MASTELLER & MOILER, INC.=SHEEP 20 of 22 - „ Fax Indian I Florid STEPHEN E. MOLEP.E.F 33193 DWG N Fax (561) 589-2742 1 County (3 Fa �407� 253-4439 ndI n R ver Co P. � 0 9743 r , 6 Restrained Length In Feet Each Side of Restrained Length In Feet For Reducer PIPE D. I. P. ` P. V. C. PIPE DIAMETER DIAMETER (INCHES) 99 4522 1 90• 45' 22 11 (INCHES) 3" 4" 6" 8" 10" 12" 16" 20" 24" 30" STANDARD SEE MANHOLE ST BRANCH EFFLUENT Ec INFLUENT DETAIL � 3" 30' 15' 10' 5' 40' 20' 10' 5' 3" 0 0 0 0 0 0 0 0 0 0 SEE PIPE a 5'-0" I.D. 5 OPENING THREADED P DETAIL 4" 35' 15' 10' 5' 55' 25' 15' 10' 4" 40' 0 0 0 0 0 0 0 0 0 3" BRONZE DISC ANCHOR Epil SIZE OF MAIN B� IN CONC. POST B 'B6" X 6" CONC. POST 8" 55' 25' 10'5'80' 35' 20' 10 B"50' 45' 0 0 0" 0 0 0 0 0 W9 \ P `4 s£Rv{CE STAINLESS STEL 2 F 1a~ MIN. O 0 8" 65' 30' 15' 10' 90' 40' 20' 10'8"75' 70' 40' 0 0 b 0 0 0 0 �� STRAPS -,�� DEPTH OF COVER(TYP.) oA ZDEEP LETTERS loll 80' 35' 20' 10' 110' 50' 25' 15' 10" 95' 90' 70' 40' 0 0 0 0 0 0 ., STANDARD LONG . TO BE CAST WITH 3" DIA. RADIUS ELBOW - t0 BRONZE DISC AS MFG. 12" 120' 115' 100' 75' 40' 0 0 0 0 0 `' rl BY SHEIDOW BRONZE CO. 12" 95' 40' 20' 10' 130' 55' 30' 15' FILL CONCRETE J FINISHED GRADE 16" 120' 50' 25' 15' 165' 70' 35' 20' 16" 160' 155' 140' 125' 100' 70' 0 0 0 0 . FORMED. ® FLEY.6110N ,SECTION B -B 20" 150' 65' 30' 15' 200' 85' 40' 20' 20" 200' 195' 185' 170' 150' 130' 75 0 0 0 A to 24" 180' 70' 35' 20' 210' 90' 45' 25' 24" 160' 155' 150' 140' 135' 120' 90' 50' 0 0 TO , E USE0 VyEJE F DRQP I'S 2e 011 -MORE :'• 30" 190' 80' 40' 20' 250' 105' 50' 25' 30" 195' 190' 185' 180' 170' 160' 120' 105' 70' 0 NOTES SET POST IN CONCRETE 38" 220' 95' 45' 25' 0 0 0 0 38" 225' 220' 215' 210' 205' 195' 180' 150' 125' 70' 1. SEE MANHOLE NOTES ON DRAWING NO. S-4• 2. SEE PIPE OPENING DETAIL DRAWING NO. 5-10. NOTES 42" 245• 105' 50' 25' 0 0 0 0 42" 245' 240' 235' 230' 225' 220' 205' 180' 155' 105' - 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL; DRAWING NO. 5-11. 48" 260' 120' 60' 30' 0 0 0 0 48" 255' 250' 245' 240' 235' 230' 215' 195' 175' 125' 4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE. 1. MARKER TO BE PLACED DIRECTLY OVER PIPE. 5. 2" WIDE STAINLESS STEEL STRAPS WITH 4" LONG STAINLESS STEEL 2. MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IPCDUS. Restrained lengths for valves, dead ends and Length of restrained joint for larger diameter pipe FASTENERS TO SECURE DROP PIPE TO INSIDE WALL OF MANHOLE. branches from tees Shall be the some as for 90' (degree) bends NT MARKER (THRUST BLOCKS) TYPE A DROP 'PERMANENT SCHEDULE AND NOTE MANHOLE D ETAI L (N.T.S.) (N.T.S.) (N.T.S.) MANHOLE FRAME dt COVER GRADE SEE PIPE /OPENING U.S. FOUNDRY DWG. NO. 420A CUT DETAIL (FOR FIELD 24" FROM EDGE OF MANHOLE CLASSIFICATION OBSTRUCTION -may` 36" MIN. INSTALLATION) MAY TO OUTSIDE OF BELL HEIGHT I COVER IN PRECAST OR P.E. JOINT (TYP) LEVELING RINGS = 2 COURSES MIN. 3 �'1 PRESSURE MAIN SEE MANHOLE `�, I RESTRAINED EFFLUENT do _ e COURSES _"- JOINTS - 45' OR INFLUENT DETAIL + f BENDS M.J. iIWO: .,.. ,....,... ..,.•.. ENCASE AS REQ'D. ' .a " + "- PIPE TO MANHOLE CONNECTION I MANHOLE FRAME dt FINISH GRADE ,i>•? _. `•�:;rr::'.4.'�e:-r COVER U.S. FOUNDR� - DWG. NO. 420A iii 1 TO BE NEOPRENE BOOT WITH t4 3/4` � 10 ��PI UTILITY CR05$ING - FITTING TYPE . UVEM sews Z AS MANUFANLESS CTURED EEL ACCESSORIES m o 0 s aounsts tne. O FILL CONCRETE AS - - e couf MAX 1= KOR-N-SEAL OR APR. (FOR FLEXIBLE PLASTIC 18"AN MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, 4 3/4 : PRECAST HOLES). RAMNECK GASKET AND SANITARY SEWER MAIN CROSSINGS. D.I.P. WITH CONCENTRIC O EL NATION O/E O st oP 1 MECHANICAL JOINTS OR CONCRETE ENCASEMENT IS REQUIRED CONE 1 IF MINIMUM CLEARANCE CANNOT BE OBTAINED. QT MAN H �- 4 I EE PIPE .v PIP � INT ETAI L Q�. �} I> 2'/ �- GIZAOE D. OPENING ' J ,� 8 O -3 -0' I.' ), M O "" SLOPE TO D DETAIL pj U sLoP�I NOTES A Aim BSTRUCTIO, `' 36' MIN --��r 2»/�• - Q Z 1 ' CFILLONCRETE- " > D i 1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE � � ` COVER , ..� U TO MANHOLE CONNECTIONS FILL CONCRETE PIPE , , PRESSURE MAIN AA �` INVE m n SEE NOTE NO. 2 !1 E EFFLUENT F L U E N T e" "''<�. t•, < F DEFLECTION BLE ENTER A FULL LENGTH 4•-a" LD. L h. A N H O L C O.D. PIPE INVERT (TYP I OF PIPE AT THE INFLUENT N "T"S. SEE MANHOLE ENCASE AS REQ'D. POINT OF CROSSING _ (N.T.S.) SEE PIPE i } EFFLUENT & OPENING INFLUENT DETAIL DETAIL STANDARD UTILITY CROSSING - DEFLECTION TYRE ELEVATION �iFr�TION D -D U.S.F. 3WG. NO. 420A OR EQUAL SECTION A --A MANHO E COVER. LETTERS 22.-3/4" EL.EVATIQN NOTES MARKED "SANITARY SEWER". 2" 1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER SPECIFIC ORDERS BY THE ENGINEER SHALL » THE FITTING TYPE CROSSING BE ALLOWED. TO BE USED �'�hEN Gl1T GLASSIFIcooN IS 6 0 OR LESS ❑ ❑ COVER To BE USED WHEN CUT CLASSIFICATION IS OVER 6'-O' 2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE 22-15/1 a" MANUFACTURE'S MAXIMUM JOINT DEFLECTION. ❑❑ ❑ 20-5/8" 3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL NOTES i . acnL . , NOTES AFTER ASSEMBLY. (2 COATS MINIMUM.) I� { { 1. SEE MANHOLE NOTES ON DRAWING NO. S-4 110 1. SEE MANHOLE NOTES ON DRAWING NO. S-4. 1 4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY I.R.C.D.U.S. 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3 2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3. 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10 24-3/4" 3. SEE PIPE OPENING DETAIL DRAWING NO. S-10. 5. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN & INFLUENT DETAIL DRAWING NO. S-11 4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11. B SEWER IS LESS THAN 18 INCHES. D.LP. WITH MECHANICAL JOINTS MAY 4. SEE MANHOLE EFFLUENT 3,_Q 3'."Q" BE USED IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING \ ERAME SECTION 5. USE 5'-O" I.D. MANHOLE AS DIRECTED BY THE ENGINEER. WITH A LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, LI CONCEALED WATERTiBHT AS TO LOCATE JOINTS ATA MAXIMUM DISTANCE FROM THE WATER LINE. PICKHOLE HALLOW NOTES STANDARD D DEE P STANDARD A WATERTIGHT BOOT SHALL BE PROVIDED ON ALL MANHOLE FRAME/COVERS. UTILITY CROSSINGS DETAIL. STANDARD MANHOLE MANHOLE MANHOLE N.T.S.) (N.T.S.) (N.T.S.) CASTING CASTING (N.T.s.) ' 4" CAP TOP OF CAP 24" X 24" X 6" THICK CONCRETE 8' PLUG ''(' FINISHED GRADE AT GRADE 4" CAP DEPTH TO BE DETERMINED IN THE SINGLE SERVIC f PAD AT EACH VALVE BOX WITH (1) g' NOTE A MINIMUM TEXT SIZE OF 1/B' MANHOLE N O j E S (TYP.) FIELD AS REQUIRED TO AVOID AS SHOWN oN - NO. 3 0 CONTINUOUS. (SHALL c o �� SHALL BE REQUIRED ON ALL PROPERTY LINE --"- F ROAD UTILITIES (TYP.) STANDARD ELEVATION LATERAL DETAIL 4• CL>ANOUT ec CAP BE 36" X 36" IF LOCATED IN �--8' ��•� ASBUILT SURVEYS. CROWN 4' CLEANOUT 6e CAP DRAWING No. 5-1 STAND PIPE TRAFFIC WAY.) L CONC. ENCASEMENT a" MIN. F ROAD STAND PIPE RCP 4•a i. REINFORCING AREA OF 0.20 SQ. IN./FT. FOR WALL SECTION. MIN. TO CONC. OUTSIDE T 6" MRS -'i�R/W MEET OR EXCEED A.S.T.M. A 185. OF PIPE (IYP.) \ ' PROPERTY kEVATION CROWN LINE �"� I PROPERTY LINE of ROAD B" 1/4" BEND 2. ALL CEMENT TO BE TYPE Ii. O 4" CLEANOUT I MIN. SLOPE 1[4" PER FT. LINEf PAVEMEAfT BTL O+Q$ 3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MIN. 3,000 P.S.I. TO J SEWER .t STAND PIPE USE GREAT SLOPE -4" CLEANOUT • ��- r0•p J' A48 MEET OR EXCEED A S.T.M. C 478. -/ n WHERE POSSIBLE STANCE POPE 'p "� -� T 8" MAIN 4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL WATER MAIN I I 5"x4" EDN o R SURIiN I 8"ESP 111ttt������- 8" 1/8 BEND CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. UTILITY OTHER SWEEP CONSTRU TION fir abiff rx � / SrA. 106 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 6 .C'TIQN A"A` I n' THAN SEWER I6" X 4 SWEEP 6" CAP a" BENDS AS REO'D. T/A'1VG'A.4A L 94 B , � T.O.P. 1/ �. D S��„ t�}1s �sEwER CONCRETE DEPTH TO BE SWEEP C' I �\ / /� �1 O (�( 1r� r� �Ni 8' t/8 eF�D P.M.�R � 8 6. INSIDE OF MANHOLE SHALL SI COATED WITH TWO COATS OF COAL TAR ENCASEMENT G L.� V / 1 I 1 `E AIR RELEASE SrA. 1+1!1I !'Xl:O.P. �L 6.60 EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL). CONCRETE I DETERMINED IN THE _Z a", 30' LONG ti 3/4" VALVE OPdR trx row !L e.tu SALT► S•! O P Q 40 - 7. CHANNELS TO B£ FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. I ENCASEMENT RADIUS BEND GRAVEL FIELD AS REQUIRED TO 4" CLEAN OU� [ 2 NOTES STA. t+a� 43 LA.R r,IP g• SLEEVE S. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. c 2'-0" MIN. AVOID UTILITIES. (TYP.) STAND PIPE ! °as 28 SHOWN ON o , UNDER & PARALLEL �Ta Z I - DETECT ON ( APE STANDARD ( O ,,�� "" PIPE INTO UNDISTURBED *� tF - r' �~ 1f 8A'.1 IUM y 1. VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER 1 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP WATER-\ o WATER MAIN I LATERAL DETAIL SAN SOIL TO PROPERTY LINE AND YELLOW FOR FORCE MAINS. ` R-1 4 ro p sL. �a� MAJ N �-- 3" P.V. CONNECTION REQUIRED. 1 WATERLINE TO DRAWING NO. 5-1 BED 11� BE OVER TOP STANDARD "Y'• BRANCHES 6" STANDARD 'Y" BRANCH OF BLDG 1 O. CONNECTIONS H EXISTING MANHOLE AND LIFT STATION WET WELL OF SEWERUNE CORNER WHERE POSSIBLE. TO BE LOCATED IN THE FIELD PIPE INVERT-, �, TO BE 1ACATED IN FlELD Rn''I T STRUCTURES SHALL BE 8Y MEANS OF BORING A PENETRATION IN THE 1 D E I A (L BTL � NDI I `� STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE /� /� • � / `/ Q u d.J1. 17M►1Tf! tp POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION A n /-1 A 4" CLEANOUT V A L V E B O , ` PAD � ,� � � � � � �" QI DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. INSTALLED PLUG SAND EXCAVATION °E WRAP WITH c � ` � � i I I DETECTION TAPE }_ tN'T•`3•, 11•FLOOD ZONESLCULATIONS SHALL BE REflU1RED FOR MANHOLES IN - 4" CLEANOUT1 R/W-�y J �� ,,,� ��TI 12. NO. 40 BARS 9" O.C. EACH WAY IN SLAB (TOP AND BOTTOM). OSS 11 .i11 ASS i \ BENDS AS "Z �= 6" { H.P. ELEV. OF FILL CONCRETE SPACE AROUND OUTSIDE OF PIPE T 7- REQUIRED O � 6" /'SHALL BE COMPLETELY FILLED g p•y,aq 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING P OPERA a TO BE SAME AS O.D. OF PIPE / WITH NON -SHRINK GROUT. 121+00 12.''+00 r.oP aL6.6, 123+00 I AND EXITING MANHOLES. D ETAI L`.a LINE 3/4" GR/` / 14.2 COURSES MIN., 6 COURSES MAX. BETWEEN ALL PRECAST MANHOLE EN -CASEMENT OF SEWER MAIN TO BE a REMOVE CONCRETE AND BEND 1" SAN. S. / 6" DOUBLE Y" N S OF STREET UNLESS 24» EXPOSED EXISTING REINFORCING TOPS AND CASTINGS. OTHERWISE SHOWt4t! PLANS STEEL AROUND OUTSIDE OF NOTA$ 15.3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" NOTE 6. I MIN INSTALLATION) )ELD P PE TO 1.JTAL1=D PP1X7 V0 SHOWN ABOVE REPRESENTS THE MINIMUM INFORMATION SHALL BE PROVIDED AS REQUIRED BY LR.C.D.U.S. SFCTION H -H / TER MAIN 1 1 F S RVICE gINGL E SERVICE " ''•', 'e �. 1 NEOPRENE CONNECTION TO BE ON REPRODUCIBLE ASBUILT SURVEY'S DRAWINGS; ALL ASt3UIL SURVEYRVEYOR TO 'S 16. SEWS C BEARING LID ONLY. 1. USE ENCASEMENT WHERE VERTICAL CLEARANCE BETWEEN WA Dn�E E,__ - g IS LESS THAN 18 INCHES. DUCTILE IRON PIPE MAY BE USED ,t ""�" ROrK_-EXCAVATIO-N 70 BE SIGNED, SEALED AND DATED. SURVEY DRAWINGS SHALL ALSO BE 17. SEWER PIPE INVERTS DI BOTTOM L MANHOLES SHALL HAVE & SEWER Wy e'er' STAT INNLL�ESS STEEL ACCESSORIES IN LIEU OF CONCRETE ENCASEMENT AT WATER LINE CROSSING WITH A p�-� � � � :• .••� AS MANUFACTURED BY PROVIDED ON A 3 1/2" COMPUTER DISK IN AUTOCAD R12 FORMAT OR LATEST AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE LENGTH OF PIPE CENTERED AT THE POINT OF CROSSING, SO AS TO lie PLAN I q 1� 1 \ /) �W „' IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. t- L_A V V KOR-N-SEAL INC. (FOR PRECAST 2. BASELINE OF CONSTRUCTION do STATIONING OF ITEMS TO BE ON THE 18. A WATERTIGHT BOOT SHALL BE PROVIDED FOR ALL MANHOLE LOCATE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE. 0. NOTE - HOLES) CENTERLINE OF THE PIPE. 00 2. MAINTAIN 1 O' HORIZONTAL DISTANCE BETWEEN WATER MAIN AND SEWER NOTE G \ IN, 3"� 3. TOP OF PIPE ELEVATIONS do STATIONING TO BE TYPED, LISTED SEALED FRAME/COVERS. do SUBMITTED FOR THE ENGINEER TO LOCATE THE AIR R£LEASI: VALVES .+ AS A MINIMUM. 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6" IN DIAMETER. 1. 3 4" GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK. 19. MATERIALS FOR LINING MANHOLES WHERE REQUIRED SHALL BE EQUAL TO DISTANCE CANNOT BE MAINTAINED, BOTH LINES $AND BEDDING SHALL BE USED FOR EXCAVATION IN SAND. AS CONSTRUCTION PROCEEDS, THAT MANUFACTURED BY ASSOCIATED FIBERGLASS ENGINEERS AND SHALL BE to 3. WHERE A 1O MINIMUM DIS 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL �-- PIPE OPENING PIPE O.O. + 6" 4, CONTRACTOR TO INDICATE THE SIZE, TYPE, DIRECTION AND NUMBER ENGINEERED TO A STANDARD OF 16,000 -POUND VERTICAL DYNAMIC WHEEL m SHALL BE D.I.P. WITH MECHANICAL JOINTS OR CONCRETE ENCASED SERVICE LATERALS. 2. ALL LATERALS TO BE PVC (SDR35) AS SHOWN. - 5/8 PIPE O.D. OF TURNS TO CLOSE EACH VALVE. M ITS ENTIRE LENGTH.' 3. ALL LATERALS TO BE PVC (SDR35) AS SHOWN. LOAD (AASHO H-20). 4. WHEN THERE IS A CONFLICT BETWEEN A STORM SEWER PIPE (OR SANITARY 5. CONTRACTOR TO PROVIDE NAME OF BUSINESS OR RESIDENCE. STREET SEWER PIPE) AND WATER MAIN (OR A STORM THE WATERLINE (OR VATI `�_ ADDRESS, AND TAX I.D. NUMBER FOR ALL PROPERTIES ADJACENT TO SEWER PIN) SHALL BE CLASS 52 (OR R CONCRETE ENCASED. • �SI"'IALLQW SEWER} LINE EXTENSIONS. PIPE OPENING DETAIL CEXAMPI,:,"F� i UTILITY ENCASEMENT. STANDARD LATERAL, MODIFIED RISER LATERAL N.T.s.) AS --BUILT DRAWING DE (N.T.S.) :UTILITY D TAI LS_(N.T.S.) DRAWN 1 ( •} � DWG , 9 , 4 TAIL. C B.A. 3 N.T.S. _ ,, .•,,, Plans . ��"i *Title to all documents which bear the c ht - - tT o 1 j 3 ConstructionTi en� of Maateller h Molar, Inc. is seated solely M DESIGNED B.A. �: M M AS T E LLE R & M 0 LE R, INC . Hosteller t.o Molar, Inc. These other use or euca of these are 3 - �� � provided to the Y ner solely M connection with M.F.C.N - - - other project.this documents spo r anion o} produthesdocuments by anyone cu CHECKED MC m - - - ,., B •er C"lub Subde • Is Idoeexpr ss Moproh Ina pursuant without display, Federal o AUG p 7 1999 DATE 9/97 M r✓ CONSULTING ENGINEERS ivisionCopyright Low.' - SCALE AS NOTED +, o SHEET 21 OF 22 to ,, „ C: o = - - ION , , DR/APP 1623 N. U.S. Highway 1, Suite 62 Melbourne, N. Wickham Rd, Suite 400 STEPHEN E M 0 LE R , P.E. N y- 3 L' DESCRIPTION Sebastian, Florida 32958 Melbourne, Florida 32940 Sebastian ©1997, MASTELLER & MOLER, INC. 93 5743 � N0. DATE . , Florida . , v , Ph. 407 255-1175 iO - o River Count F L DWG o r Ph. (561) 589 I Fax 561 589-2742 Ind Y Cn „ F i a 407 253-4439 -- 2-3/4" x 90' BEND -- 3/4' WATER SERVICE LiNE WITH NON FUSED DISCONNECTT /� REDUCED PRESSURE BACKFLOW SWITCH (STAINLESS STEEL) '" PREVENTER AND WATER METER. -::: SCH. 80 P.V.C. CABLE CONDUITS TO ELEC. METER (ALUMINUM) CONTROL PANEL (ENTIRE LENGTH) HOSE Ell BB:R.T.U. - ALLOW 16" FOR EQUIPMENT FOR POWER do INSTRUMENTATION. I { 1� I+---1/4 CU. YD. CONC. DEPTH 3'-0" EACH lI I STAINLESS STEEL �! SCHEDULE 40 ,•..._... 2' 2' SUPPORT POST. MIN. MIN.'- LOCATION OF CONTROL PANEL TO BE / \3-N0. 5 APPROVED BY I.R.C.D.U.S. PLUG VAL HATCH HINGED / ^~` �\ �- FLEX COUPLING (THROUGH WALL) HATCH HINGED SIDE WITH BOXY -H SIDE / o / 4 ": GV .3' , PN " WYE / ( + V I E / elf r �•- - 4 U 3» x Ln 45' • T 3" GV BEND Pv 4` D.I.P. VENT -�•- ` -�. HATCH HiNGED SIDE ••..,,, SLOPE FILL GROUT 70 EMERGENCY PUMP OUT 4`�OR 3" AS APPROPRIATE) CENTER OF PIT MALE "KAMLOC' OR PR'D EQUAL / NO. 5, 6" O.C., EACH I l I �� , .. Y PVC DRAIN NOME WAY EACH FACE. ---� �.-- 90' BENDS ALL PIPING THROUGH WETWELL AND VALVE PiT SHALL INFLUENT PIPE - BE DUCTILE IRON UNLESS APPROVED BY I.R.C.D.U.S. (D.I.P.) PLAN TYPICAL PUMPING STATION --3" PVC F.M. BILCO TYPE J -AL, SINGLE LEAFELEC. CABLE HOLDER W/ S.S. ,ACCESS DOOR OR EQUAL WITH �� _ - HARDWARE BILCO TYPE 410 -AL, DOUBLE S.S. HARDWARE ,�-LEAF ACCESS DOOR OR EQUAL W/SAFETY \ CHAINS BOTH ENDS AND S.S. 4" D.I.P. VENT W/ 2 D.I.P.- 4" x 90' BENDS -- STAINLESS STEEL L:'PER - - HARDWARE. FOR DOOR SWiNG WITH STAINLESS STEEL INSECT SCREEN READ. - GUIDE BRACKET W/ S.S. OPEN (TRUE ORIENTATION) SEE BOLTS do ANCHOR:: - - PLAN 2-N0. 5, T do L W/ - GRADE ELEV. GRADE ELEV.'iy % (- NO. 3 AT 12' (TYP.) ]_,_ T T: 316 S.S. BRACKET dt ... •....�+ : • ' c ASSOCIATED HARDWARE TO • 4" (TTP) K Di CT SUPPORT PUMP POWER CABLES 3 W.P. t: �^ `- WET ` CAST -IN- BRONZE t SET PRECAST TOP SLAB / •;'� LLWE PLACE ?•: 2' - Ow* ! V-0" CONC. OPENING ' NO. 4, 12' DC VERT. ON 1" NON -SHRINK. `: ' " - - PLUG VALVE WiTH BOX J- 0 " 3 FLEX COUPLING 4 DIA. SPOOL P CE N NON-METALLIC GROUT r k' "� txxl Lt/ 8 » 4` P.Y. "; �8» pC'H4 a oP�xic/% 3 x 90 BEND r'" .. -� 3- G.V. S.S. LIFTING CABLES 10' LONGER THAN DEPTH OF {• • - �` 1, WET WELL `•.% S.S GUISE BARS, - -*;!(2 BARS EACH PUMP) »P•P 3 3'W.P.(TYP) 18 01 ISCH 40, BY CONTRACTOR AS I TRAP �` : J -�l t,�+ ?- 1 ",' - 2 -NO. 4 4 WAYS c 3' P.V.C. '• PER PUMP EQUIPMENT I ";• '�'�`�•%_.-w� �••L, DiAG. �(TYP.) *- « PRECAST REINFORCED CONCRETE---+-�:;. MANUFACTURES SHOP •t; •N '' , r, 3 D.I.P. MANHOLE RISER SECTIONS DRAWINGS MANUFACTURED IN ACCORDANCE WITH ASTM C 475 r ELEV. • N0. 5, 9 O.C., EW., EF. (STAG. - 6" MiN. I- ELEV. "B' iE „ . = , + » 1 » COMPACT TO 3/4" STONE t PUMP I ' 1 2 1 -4 6 -$ -4- 98X MAXIMUM AROUND MOTOR --•- ¢ - "' "F '- DENSITY ALL STRUCTURES. INFLUENT PIPE 8» 1" PVC VALVE BOX DRAIN mm P -TRAP LOCATED IN WETWELL (D.I.P.) I� »C. N PAINT INSIDE AND OUTSIDE WALLS AND UNDERSIDE OF TOP SLAB MIN . ., r « ' ' OF WET WELL AND VALVE BOX W/ 2 COATS OF COAL TAR EPDXY RUBBER SEAL, FILL JOINTS r ELEV. 0 , " W/ EMBECO GROUT -�N ; •: % NO. 4, 6 O.C. rELEV E' SECTIONAL » _ ; : I> STAINLESS STEEL BOLTS AND ELEVATION GROUT CORNERS --�16 >; / ANCHORS FOR PUMP BASE ON OF WET WELL ELEV. �:�� STAINLESS STEEL BASE PLATE NOTES (FULL CIRCLE) (SEE IRCUD STANDARDS SECTION 8,078) 1. ADDITIONAL PLUG VALVE TO BE LOCATED AT FORCE MAIN JUNCTION �b r ELEV. «G« -"3« 2. USE ALUMINUM LIFTING BAILS . ; ;; • • ` -. � • .: NO. 4, 6« O.C. IN CENTER. 3. STRUCTURE DIMENSIONS MAY VARY 16 - t.. ;✓•: : '! S.; _ `..i. f...� * ';:•.': •"„! a+_ � ' ' (SEE PUMP STATION UPON APPROVAL BY THE IRCDUS GENERAL NOTES FOR WET DUE TO BOYANCY COMPENSATION �' � • •� •,. :• �••;� • ,...� • .:: .....; , �,•. •. �� • •► - 1 ,... • -WELL WALL REINF.) • OR OTHER REQUIREMENTS. L-3" 4. WHERE CERTAIN CONDITIONS DICTATE NO. 5, 6" O.C., E.W., E.F. SCH. 80 PVC CAN BE SUBSTiTUDED COMPACT TO- - / e" MIN. 3/4" STONE FOR DIP INSIDE WETWELL ONLY, MUM 2' MIN. 6'-0• (MIN. DIA.) 2' MIN. FROM PUMPS TO COMPANION FLANGE. DENSITY NOTE ELEVATION THE ENGINEER OF RECORD SHALL NOTIFY THE COUNTY INSPECTOR OF THE LIFT STATION COMPLETION AT LEAST FIVE (5) WORKING DAYS PRIOR TO SCHEDULING OF UFT STATION START- _ UP TA ALLOW FOR A FINAL INSPECTION PUMPING STATION DATA TABLE l.lfT STATION BER • ... - . GU -UM�'tM CAPACITY G. P.M. 85 o011 'TOTAL HEAD (#) FEET 140 brnci NCY X AUX MiN. SOLOS PASS. IMPELLER INCHES - BLL VM% NUMBER NO. MBO/2 1= GN) (DE INCHES R.P.M. 117 3450 MOTORRMARY AUX 2 I AX H.P.• FEET 14jz 0. -- MAX. MOTORVSD R.P.M. A03 MIN PUMP CYCLE i''" M NS. �4F HM�NyS19MAL ON��� � Y 8.93 , P PON ELEY•ELEV My t93 00 Ev •n• DEVAI��DP� 7.93 ��QQ.��f+L �ELEV. I� 8.93 I awr P-43 BOTTOM ��OF WETWELL=ff PUMPY"MAIN ti I 'FN PRIM L'� AND SECONDARY POINTS. RY 3 93 �S -' - -- i TURN AROUND -PAVED DRIVE PAVED APRON TURN AROUND PUMP STATION GENERAL NOTES i. COMACi P SHALL TAKE lECIES3AW PREY.AU1M AGAINST FLOATATION OF NET NEIL. UNTE. ALL BACK FILL 15 N PLACE. 2. ALL CONCRETE OWL BE CLASS A -A(4.000 P,S,1'FOR PRECAST AHD .SL FOR CAST-IN-PLACE)UNLESS OTHERWISE SPEOFIM 3' PULCED IN X0%&hfi7H ME CADS %W'&ML BE A 1RE8 1FE OAR OLWM NtWM SIZE OR 1B• MBI. UNLESS 07HERM N01ED Waft SPL. M.). 4. ALL SAQALL AROUND 11E KW STATION SITE SIULLL BE COMPACTED 0 Y!!7C DENSLTY. A CHAMFER EXPOSED CONCRETE EDGES 3/4• (T P S. NET MELL. WALL SHALL. CONTAIN A MN• OF 0.22 SQ /1N RPAR FOOT REINFORCEMENT, IN THE VERTICAL AND HORLZON IAL DR MCTLON3. 7. ALL PIPING AT THE PUMP STATION SITE SHALL BE RESTRAINED.. & PUMPS 94AL.L BE FLYGHT OR ABS„ EXOILIDING FLYOFiT GRINDER PUMPS AND ASS V2 PRW GRINDER PUMPS. S. STAMESS STEEL CABLE HOLDER SHALL SIE LOCATED ON CPPt1SITE SIDE OF NET WELL FROM THE INFLUENT F'IF'E. LLT. BUOYANCY CALDULA711" MALL BE REOURM__ FOR ALL ION PUMP STATS ALONG VM THE REOIARED PUMP STATION CALOULATIOM 11. NO UF# -•FLANGE PPE .. .. ALLOOM 12. N/V A VIltlMl�t_0&6' #; MIDI ANY PIPING, FMHM 13.E AH�PO P P Stift rBEE INSTALLED ON ALL MANHOLES RECEMNG SEWAGE, 14. PUMP ETA710N CONTROL PAHEI_ SHALL BE PROVIDED MATH APPRO MA16 U0419MM ARPESiM VERFY ALL DRiVER GROUNDS PER NX&C. 18. AN ACCESS DRIVE SHALL SE PROVED TO AL1 RDEAN RIM ODUNTY MANTAINED LFT STAIDIDIM ALL ACCESS DiLIM SHALL BE A 11#MMNIFF OF B' ME MID IIHALL NCIUI E A 1x DEEP BY 12' NAE (MW) APRLN TURN ARGUING. iSEE DETAS. THS SI1" DRIVEN SFW! OLE CONOREIE OR AIPNALT PER THE COFISRiUCTIOtI RE9UiREMElTLS SETT FORM BY THE ENOIREERM DEPARTMENT OF MAN i is COUNTY. ACCFD4 DRiVE MALS SHALL SE SH MM ON ALL 3UMATTED UTILITY PLANS AnD APPROVED BY LRC. DEPT. OF MM SMACES CN A CASE SY CASE BASS. RED COLOR XAg'M(k ALARMINAN UPRtIBTIO3697 ANNUNCIATM LIGHT NAME RATE EM RGEWY GENERATOR FAXZPTACUE WE / ( �SPODIFICAIM FOR r iRECE"ACILE MOM nEwT R1 �- Im 93 9m aLnlcE 0 TBE 0 RIM INDICATING UGHTS TV e " :PE HOA COMMMIMQ TD PANEL TO BE 304L MATCH CASH STAINLESS STAINLESS STEEL 11LTH PUMP. ALARM HORN E XTERNAL. ALARM$ry � � 14%14lORTU t?1 02 I3 Tm PWrK _r PVC CO"" TO 3TATI011 Oft) C@iFINM WITH PLUMP wvt TYPICAL CONTROL PANEL CAMFRONT V1E%L VAREE Cp pD I urm CON1Rol PHIL. AOIP AWMINUMIIT PVC CONOW rAm �- BRACING QST D SE. TO STATION b THIS ODE STAINLESS STEEL SCHEDULE 40 SUPPORT POSTS. `" / 3/0 BARE OOPPQt ME NOTES 1r 1lL� i AROUND CLAMP MON SIL GRADE 1. SHALL BE E SERVICE PHASE. ICONCITTE SUPPORT 1 1 2 ALARM HORN SHALL BE CONDUIT 70 POMEDt '^. 3UNDWRIIISED000 PSI POUIREDISOIL AGAINST SEALED TO PREVENT POLE SEE SILL: PLAN' LEAKAGE. S DNA x fly ROD 3. CONTROL. PANEL TO BE TO PU~ APPROVED BY UTIUTY � CONDUITS PLN FRONT ELEVATiON BEFORE INSTALATION. 4. REFER TO SECTION 8 FOR CONTROL PANII 3?G m ,� PUMPING STATION SPECIFICATIONS. (STAMM 8MM.) 5. BOTTOM OF PANEL TO L3E 28• TO 34" ABOVE GROUND. ` DISCONNECT S. DISCONNECT BETWEEN METER AND RS T ��iI=Tm VIEW PANEL TO BE STAINLESS STEEL NON FUSABLE. AM FASTENERS PLAN VIEW MEM 7' ALL TTO BE s°WAIN�iESS STM TYPICAL SER V) CE L1. R.T.U. TO BE MOUNTED ON TOWER ,ice ENTRANCE STRUCTURE 9. SPARE PARTS (SEE SECTION 8.08). ELECTRICAL DETAILS PUMPING STATION PANEL NOTE ALL ELECTRICAL CABLES AND WiRES FROM THE INDEPENDENT DISCONNECT TO THE REST OF THE LIFT STATION SHALL BE MADE OF COPPER m I CONSULTING ENGINEERS ^- 1 5/1/98 REVISED PER IRCUD COMMENTS MJD SEM Collier Club Subdi y DR/APP 1623 N. U.S. Highway 1, Suite 82 6767 N. Wickham Rd, Suite 400 NO. , . ,,.GATE ' , .. I, ,. . 1DESCRIPTION , , „ Sebastian, Florida 32958 Melbourne, Florida 32940 Ph. 561 589-4800 Ph. 407 255-1175 Sebastian CC River Count _ R G VI S I Q I�IrJ' Fax 561; 589 2742 Fax ,.407 253-4439... •. , ....Indian . , ,.,..y. 0 L1 - �i-�a 230V L2 D C 3PH 4W L3 c i c NCB C81 NEU - GEN. RECP. ECS C112 PM2 GRD I N HT1 T2 PUMP I NO. 1 1 T3 2 M1 0L T87 TB38 R3 --• AUX Ti i !•- T2PUMP - 1 T3 N0. 2 M2 OL TB9 TB70 R4 AUX 2 I 3T. BIAS 2 HIGH ALA. '$373 1 2FLT _ _• {� --HIGH + lAG 2 Y_ \ /PLTSEFAILURE AL -. 0 LAO PROM 7 S A Old Ri / \ PUMP 1 ... 1936 LEAD '937 R1 9 SEAL p u �► OflFTi PROBE 2 786E s _�-_E:72 / A \� FUMILP2 - e e _ T940 LOW V1 SP ° tow T"I FLTEARTH _ PNL I �TB42-ALN .� T�43 - l� _ uP91., -.'-►V---••- SIL t T944 PM1 1 45 1g�y 91j �"-� .. L}-.�•,► Mif L}-�•►AUf POWER I i -- •i• AMR ALARM .. . -'ii 2 - ,J ^LJ r�2D f r I --Lr-�-I' IL 2 FA 7@� DPH I I; NT PANEL CO ROL { WI TH R. T. U i { 'i i 1 2 T917 O- TIME 1 ET MTP1 �PjLLI _� RUN 1 0 A 7-_-�_ 6 H TBt6 T70 Ts190C M1.1 t PUMP 1 OL TB66R5 TB69 TB78 R6 IB79 R7 T820 �SS1 4 - +12VOC• I T862 Q-xB66 TB67 L HOA SENSE 1A ALM CONTROL UGT IAS ❑--r HOA SENSE 16 SS1A TB76 R7 T877 TB80 R8 T881 TB21 [} -� TiME 2 ET ` SS2A 1 MP PL2 MTP2..� RUN 2 CONTROL CPUMP 1 ONTROL 0 4-`Cfj}--'0D H A / ♦ TB22 T1323 T882 R3 T1383 TB84 R4 TB85 Q O CM2 OL 71 PUMP 2 "❑-"� R6 T924 FU5 i SS2 PUMP 1 RUN PUMP 7RUR 1 ` TB63 7864 2 +18 AS SENSE +182IVADSC SENSE wc -.-HOA SENSE 2A +12 --C Tg�S BIAS LI - ►HOA SENSE 28 SS2A CONTROL PANEL SCHEMATIC WITH R.T.U. 9743 --pal DRAWN M.J.D. �ro • Mdw, hm b y 'L DESIGNED M.J.D. Mo b" ! Mo4q M. The"docwnonto an Pi+ovlded to LM V~ Nkfy In omwmt% >rlkh ematopmjsot My W w m x rum or thm 9 y q(� CHECKED S.E.M. wto or any 1, ofF � °dotiaumn an«oM dl 6Jg Ma GYM DATE 1/98 N e Eno pt.� suint loOOtli!'F«Nrtii oopKi{T,t La,.• SCALE N.T.S. OF SHEET 22 22 DWG NO PS �- Florida Qi997, MASTELLER MOILER, INC. STEPHEN E. MOLER, P.E. FL. #266589743- -3 ` I