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Groveview Village Plans Utilitiesi VICINITY MAP SCALE: NO SCALE i TT Vim[ IT INDEX TO DRAWINGS COVER SHEET LOT GRADING PLAN 2-3 MASTER PLAN 4-14 PLAN PROFILES-G.Pd D, S.C.S. 15 PAVING a DRAINAGE SPECIFICATIONS 16 WATER & SEWER SPECIFICATIONS 17 DRAINAGE STRUCTURE DETAILS 2 SEWAGE COLLECTION SYSTEM —MASTER 3 WATER DISTRIBUTION SYSTEM —MASTER 18 TYPICAL DETAILS —WATER 19 TYPICAL DETAILS —SEWER WINTER PARK, FLA. 32789 TEL- 305-644-7649 A--L el p, c•. - .. �„ .:. •`;: r fir': ":: ..'-,:. , .. �... ,.� n .. ,,, ty.-.. ..,,., . :Y:... :''& ' , ,:yy., ,. ... .x :i .. 'r ,..exJ r�r,..§,�... a xeiYur.-•:; a.. _. .'' ,.,. �: ..9 i!t. .5. �.. ;a' , 5up , .. , .. , .. .. � ,. ,'. .. ,d �: Y.�i6. i, .., , �6,. .8E3� • .,: _ :. '.. .. .,: .. i i :. A r +Ek':, ..n...." �1• r- ¢... , .. .: :' " .. .. • . 9 _ ... ... , ' . . . .� . _:... •. My 4" .. ., � ".:6.: .:, r�:a,. .. : .. Y r'::. ... ,.. - .i,.. r.. ,e.. a .-.' .. .a r.: "�'. s : ¢, yr'. .I.'u e i 't .. •.. .. ,. .. ._ }... ..�W. d. � i' :. 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E1, 40.0o �~ i \\� / ` \ 35 ' p CITY LIMITS C/T Y L //N1/TS 1 ' 1 -'Lu--- p Q co 1 IN,- II > (SPE 4 6 3z ' r' f 1 D E S I ) O R 7 ��' •Q� /, / ���fkf��Vlr�i6�7i11" ,•„•... l o -- 5/ r„' chair) Uin k Feence 4 W,94 Side_ _p , STD GURU U� rr e P� 1 / .- - --I i D 0 % Jai /1 / ��- -- 1\ �\` 4 � \ // / J D r 3oi>� p,- 3 ~� 39 Tom; 38 //' 8 �� Q� i .. �'/ 7g / / ��� ����QL�I 20 / ' /_-/ f!2 36"RCP c \ �� 611 L.IM�P,00 \ / 0 woo I �-� C, 6R ! \ / p � J 11 14- \ , --� _� o�, p / ; \ I 10 STDB,LIZ�U Sl1B-GRAD E 0'_- IJ6,RCp 2280'-36 CP I ' (1 -/'� ,/' I / / I \\ 13 s6'Rcp, ' _ - \ ' , \,; �CI I I. 0 Q p W A• Y S l' C T I U N S 14 0 __ _ P E W ET LIMITS o r v-, v ► v / / / v v 27 P \ v, moo' L7-/yV 00 N J ^ / \ l- ! 1-� i D �- /) ` Z3 ON ` ,I P a , \ C/TY L/M/TS \ _ / NN 4 0'- 15"R P \� If I 1 I� -�- \ \ � L i / / "/ / i !• X - ~Y ��'_ rP1 , vet i It \\\ In \ l I \ Jf- If 58 59 59 58 57 56 0 FL OR/DA P4�✓ER CO. EASEMENT - _ 64 63 62 6160595857 56 55 \5453 52 51 50 49 48 47 46 45 q4 43 42 41 40 59 60 f,l t,2 63 64 \ STORM 8 SANITARY —MASTER GROVEVIEW VILLAGE —►� SEMINOLE COUNTY FLORIDA -0 San1 ar t--1anhc,Iz- CITY OF S4N F0R� Ion a Sur -Faces Flc)w - \ ` \ DA'TE SCALE DrcElnc� lnte ��6 �\ �� J�N'ao SIMMERSON AND ASSOCIATES =100! // G 'U�'U! G�r��'a•,:. �/�� •���C�'i/.-/ / DESIGNSE FILE ,N,0 , �/t? mil ;, �� DRAWN CONSULTING ENGINEERS CHECKED DWG.: NO, H MAITLAND FL0F/'IDA`17, DATE REVISIONS I 6Y AJFrtOSED 2 01F, - - r a Ki�E II G150 7./2 312atl• t 11 , V C%ty Recreation Area C/rY 41MITS pA- 58 59 57 56' 55 54 CirY LIMITS 54 55 56 57 58 I /f. Co" V\/ -kP r s d 4 SGE D'NG V' Co 0�117 �O% MUW,: 55 54 5352 51 5C 4 " 8 a,' 4F_ 1 S� E tl 'J o j- - -- — C�, .Zoo \\ !,-�\ N PSI i \ � ,-• _. _ _ -. -_ _ -. — _ -' � . 60 CITY LIMITS _ I c7 y N - - t_e 7701 r LAKE SriAz,C b! VD• , - �� E: D Iv Ir E, ; ,� A�� Q — Ke-GP, Dr- A SrIU'I N �'� rIfJIS� G�\A7� CO�I"0u 2 0 0' S 0' V p ;�,� r r a r-y V r j V \I& (m',11111 _ �- l P. �\ �� � �0 DDT 39 `lam �EcT�aH 00D FIE D�� Q 1 I,, �.. _ co„ \ t/ AA RO V �- 1--1 C> t�.. L C� W �_—..- . .......... . Y� l a I ► D i D / 1 \ \ > : IZ C> V E7 W v C� AV Z \� \� � FL UFO/�?�a----r`''r�'✓ER\'\ CO. EASEME/V T �• �� � � _ . \\ \ q5 44 43 42 41 40 64 63 62 6r605kL57 56 55 5453 52 51 50 49 48 47 46 5 ✓� 59 60 61 62 63 64 WATER DISTRIBUTION MASTER .b &f:�. GROVEVIEW VILLAGE SEMINOLE COUNTY FLORIDA DA �. r•.� C I TY OF S A Nf�O RC7 DA TE SCALE SIMMERSON AND ASSOCIATES -UE�iGED FILE NO. — DRAWN - CONSULTING ENGINEERS t FIr l-I iran J � OWG. NO. a -- CHECKED 7p, D e�(5"146 Ga+ �/al\/e — _ j - r ;,, MAI I'LAN0 FL0RIUA APPROVED �0 E�, l ow - c> {'-P Va I \/C-' DATE fR E V 15 10 N 5 6Y i 4t 1 I I C7, I i i i +• I 'G•-J I f - -- - - ---- -.�.. _ � - I -- --- - - -- - -- -- --- -_ --- - --- -- ----- - - -- - —_ - - - - - - - I _ - - - - _ r 1 I I iLr f i » Y _ �• 1 N I i I 7-7- � _7 -7 --:�it I i j I i I j I 1 i l i l ' I 1 i I - - r • _ - I : , I _ I - - - -- -- — - --- I I — , _ r- - — I I , I , — _ i : I I 1C lid - — v -- - — --- I l- -- - - 1, ----- -- - — -- I — -- -- - — l 1 _ - - a, _ N �rj "��CI�•— . ' 1 — - - — --- — -- _ ._. ---- .— _. ' j 1 � I 1 I ' I ' - 1 0,1 N J 1 _— — _ Y __-- Ir — — r - 45 -- — — — — j I I I - t I I _- — E —_— .: 45 -- � I I a i • 1 I > ' i I f 1 a 141 142 143 14 145 146 1 C 1.46 149 159 15'1 INV. 50.0l s SpN•M �° �1 INV. 4�,91 F ' SAN. M•N. P�° �? i TaP 5 �} �F,v• 5 1' o ' �ool_gIvc@ 6"VCP c 0.,60ieS WITH CLr-PlOUT IN'I' 52.41 I 11 pp-8 vC p 0°%S / C RFM0VE EXIST IJ0 PF6D K q ' r FLOKIDA Q\ co a F, rYPc E5 I fJ I ET 501 0-24''5 36"N �- �J „5 'I�.B p R s c is t E: 5-P.r �,,: y,-o„ 9K �{�Z. yd,_�„ - S P � GvIEW , s N. MN N• }3 �. y.7o - so" wPLAN 8 PROFILE T° 5 z� ,� F,L.46.27 Z4"I'►? GR0VEVIEW VILL GEI 47 ►� N F.L.4 ,Z7-36 5� ,4 SEMINOL E COUN T Y� FL ORIDA - SEE Dw� N° •8 rot. P�a�►. CITY OF SANFORD .-0 DATE SCALE, SIMMERSON AND ASSOCIATES D SI cED J D S FILE NO. CONSULTING ENGINEERS ^D AD DWG 'NO. MAITLAND, FLORIDA OF DATE REVISIONS BY . - . _ _ -___._ _ ___-__ . _ _ - . .....:.:..:::I . r . 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'N 1 , r� ? • 1 t j.,` ;. ,,I; �3 (�lIr72oP} - . Al. 0151 ; (WIDKOP) `,1•' PLAN & PROFILE GROVFVIFW VILLAUt SEMINOL E I, uUN7'Y FLORID Cl TY OF SANF RD � DATE SCALE: 22 f N [ l� [� }�) J i&NJ. 81 SIMMERSON AND ASSOCIATES NOTE:9 %,j.�Q-'i SAS{• I.1`'1 `~ G�1'.�a�) I�I1T )\' DESIGNED FILE NO. J V. S D AW.N CONSULTING ENGINEERS Gil" I _ , .... , i -- CHEC ED DWG. NO. - r/j MAITLAND, FLORIDA ry r DATE REVISIONS HX I ,PRffED V ,Iu,1 /", � c I . .. . I . I . .. .. . .� . ,,,,�'�.�`� _: .. -- -- -C=r ---- �o� ---- } t ?: 1. , r �,... �: i . . V G � ' o, o, 1 Q k• I:;3, ;i �. O V m _f I n I U _ K&E 11 �176 7-72 61266- t { r, u 0 TECHNICAL SPECIFICATIONS SCOPE: The work covered by these specifications shall consist of furnishing all labor, equipment, materials and performing all operations in connection with the construction of the grading, paving and drainage in strict accordance with the specifications and the applicable drawings. SECTION I' - CLEARING AND GRUBBING 1-01.' Clearing: The surface of the ground for the entire area included w�1 hin the street right-of-way and also on lots which have unsuitable material or on lots that are in low areas which require filling in order to meet F.H.A. requirements and as shown on the plans shall be completely cleared of all timber, brush, stumps, roots, grass, weeds, rubbish and all other obstruc- tions resting on or protruding through the surface. 1-02. Grubbing: In excavated area and under fills that are less than 3 feet in height, all stumps and roots shall be removed to a depth of 2 feet 6 inches below the finished subgrade. Where fills exceeding 3'feet in height are made, stumps and roots shall be cut off within 1 foot of the ground, and in no case shall they'be nearer than 2 feet 6 inches below the finished sub -grade. All depressions excavated below the original ground surface for or by the removal of stumps and roots, shall be refilled with suit- able material and compacted to make the surface conform to the surrounding ground surface. 1-03. Disposal of Cleared and Grubbed Material: All timber, logs, stumps, roots, brush, rotten wood and other refuse from the clearing and grubbing operations, shall be disposed of in a manner that will avoid all hazards, sucH as damage to existing structures, construction in progress, trees and vegetation. The Contractor shall be responsible for compliance with all Federal, State and local laws.. SECTION it - EXCAVATION AND EMBANKMENT 2-01. Classification:, Street excavation shall consist of the excavation and satisfactory disposal of all materials necessary for the construction of the streets, except subsoil excavation when a separate classification and price for subsoil excavation is shown in the Proposal. 2-02. Street Excavation: While the excavation is being done and until the work is finally accepted the Contractor shall take the necessary steps to protect the work to prevent loss of material from the roadway due to Ore action of wind or water. During construction of the roadway and the roadbed shall be maintained in such condition that it will be well drained at all times. 2-03. Unsuitable Material: Where muck or other mat,,erial which, inthe opinion of the Engineer, is suitable in its origi- nal position, occurs within' the limits of the roadway or on building lots, the Contractor shall excavate such material and backfill with suitable material, which shall be shaped to conform to the cross -sections. r Where such material is removed, the surface of the excavation area shall be compacted by rolling. with a sheeps- foot roller exerting a compression of not less than 250 pounds per square inch on the tamper feet, :for the full width of the area. Such rolling shall be done before any backfill is begun, and shall be continued until the roller feet do not penetrate the surface more than one inch. Such rolling shall not•be required where the remaining surface is below the normal water table and covered with water. 2-04. Subgrade: When the work under this contract includes the construction of a base or pavement course, the subgrade shall be constructed as hereinafter provided.. The work shall consist of bringing the bottom of ex- cavations and top of embankments of the roadway between the outer limits of the paving or base course to a surface conforming to the g.'ades, lines and cross -sections shown on plans, of uniform density, ready to receive the base or paving course. n All soft and yielding material and other portions of the subgrade which will not compact readily shall be removed and replaced with suitable material and the whole subgrade brought to line and grade and to a foundation of uniform compaction and supporting power. Where the subgrade surface is of a compacted nature as determined by the Engineer, it shall be plowed to a depth of riot less than 6 inches for the full width of the sub - grade. The loosed material shall then be spread and manipulated so as to bring all the material to a uniform density. All submerged stumps, roots or other perishable matter encountered in the preparation of the subgrade shall be removed to a depth of not less than 2 feet below subgrade. The top 10 .inches of the subgrade, in both cut and fill section, 'shall be compacted to a densi.ty of riot less than 95 percent of the maximum density as determined by the AASHO Method T'99. Where Sand Eituminous Road Mix Pavement, Soil Ce- ment Base or Limerock Stabilized Hase is to be constructed, any aggregate materials overly.irig the subgrade (bottom of proposed base or pavement) shall be bladed aside in order to compact the subgrade. Unless the subgrade material at HIE! time of compacting contains sufficient moisture to permit propel' compaction, it shall be moistened as necessary and then compacted. Subgrade material containing excess moisture shall be permitted to dry to the proper consistency before being compacted. The subgrade shall be shaped prior to making the density test. The required density r u i shall be maintained until the base or pavement has been laid or until the aggregate materials for the base or pavement Course have been spread„in place. 2-05. Disposal of Excavated Material: All suitable materials resulting from the excavation shall be used as far as practicable in the formation of the embankments, subgrade, shoulders, etc., and at such other places as shown on the plans or directed by the Engineer. Unless otherwise shown on the plans, all suitable surplus material shall be used in widening embankments uniformly, flattening embankment slopes, etc., as directed and no materials shall be wasted by the Contractor without the written permission of the Engineer and then only as directed. Excavation muck or other material unsuitable for embankment construction shall be disposed of as. shown on the plans or directed by the Engineer. Paving materials excavated in the removal of existing pavements, such as paving brick, asphalt block, concrete slab, limerock, sidewalk, curb and gutter, etc., shall be disposed of as directed by the Engineer. SECTION III - STORM SEWERS 3-01. -Pipe Culverts: 'Pipe for culverts shall be concrete or corrugated metal pipe in accordance with t,he.recommendations of the manufacturer and the Florida Department of Transportation. 3-02. Corrugated Metal Pipe Culvert Pipe, Bituminous Coated: Bituminous -coated, corrugated metal culvert pipe, shall conform to the requirements of ASSHO Standard Specifications M 36-47. The inside and outside surfaces of the corrugated metal pipe shall be completely coated with asphalt cement of a minimum thickness of 0.04 inch at the crest of the corrugations; and in addition thereto, the inside surface of the pipe for 1/4 of its circumference shall be paved with asphalt cement or reinforced asphalt cement in such mariner that, when the pipe is laid, the segment of paving covering 1/4 of the circumference 'of the pipe will be centered in the bottom of the pipe. 3-03. Reinforced Concrete Storm Sewer Pipe: Reinforced concrete sewer pipe shall conform to ASTM Designation C76, latest revision, with "B" wall thickness. Class of pipe shall be in accordance with the designation on the drawings or the schedule shown in the Con- struction, Section of these plans or specifications. Where no class designation is given in either the plans or specifications, Class IV pipe shall be used. Pipe shall be celarly marked to identify manufacturer and indicate date of manufacture and pipe class. Joints shall be of a type prepared for and utilizing -a continuous gasket made of special composition rubber of such size and cross-section as to completely fill the recess prepared fob it. Joints shall be in accordance with ASTM Designation C443, latest revision or AWWA Specification C-302, and shall be of the "O" ring type. ' The pipe shall be inspected, tested,and labeled by a competent independent testing laboratory with copies of test reports being furnished to the Engineers in triplicate. The number of test specimens shall be the maximum number indicated by the ASTM Specification, The manufacturer's name shall be clearly shown on the pipe. 3-04. .Installation of Pipe for Culverts: No pipe shall be laid except in the presence of .ac inspector. Each pipe will be carefully inspected by the inspector immediately before it is laid, and defective pipe will be rejected. The pipe shall - be laid upgrade beginning at the lower end of the 'pipe line. The pipe lines shall be laid to the grades and alignment indi- cated on the drawings, or as directed by the Engineer. Proper facilities shall be provided for lowering section of pipe into trenches. 3-05. Drainage Structures: All materials shall be secured from approved sources. All metal castings shall conform with ASTM Standards. Excavation shall be made to the -required depth and the base upon which the manhole or catch basin is to be construc- ted shall be compacted to a firm even surface. Cast, iron or other metal frames., shall be set on full mortar beds composed of one part Portland Cement and two parts of fine aggregate. Concrete slabs shall be separated from the remainder of the structure by four ply roofing paper separators at all points of contact. Sections of connecting pipe shall be incorporated into i t t' n and laced at the elevation direction and grade SECTION IV - BASE COURSE 4-01.• Soil -Cement or Sand- Bituminous Base Courses: The compo- sition and constituents of t ese base courses shall e under the design and construction supervision of a competent commercial engineering and testing laboratory, which shall have an Engineer registered in Florida as one of the responsible officials of the laboratory. Design mix and test_ results shall be submitted - to the bounty Engineer prior to construction. Sufficient mixing shall bt! performed to produce a homogeneous mix of uniform color, and a county engineering depart- ment inspector shall be called prior to commencing mixing operations. Steil -cement and sand -bituminous base courses shall not be constructed until after subgrade construction has been completed as set Borth in Paragraph 2-04, and required subgrade test results have been submitted in writing. 4.02. Limerock Base Course: Description: Limerock base course shall consist of limerock, deposited, spread, processed, and compacted on a' previously prepared stabilized aggregate subgrade. Materials: Limerock shall consist of fossiliferiousd limestone of uniform quality, anshall not contain hard or flinty pieces which will prevent attainment of a smooth pave- ment surface free from pits or pockets. The limerdt:k shall be obtained from pits from which all overburden has been removed previous to blasting. It shall show no tendency to•airslake or undergo chemical change when exposed to the weather, and shall not contain -more than 3 percent of roots, leaf mold, or other organic matter. The broken limerocQhall conform to the fallowing gradation: One hundred percent.shall pass a 3 1/2 inch mesh sieve, and be uniformly graded clown to dust. All fine material shall consist of the dust and fine particles -of Fracture. a. Limerock - the limerock furnished shall be one of the following types: 1. Type 1 Limerock: Composed of not less than 97 percent of carbonates of calcium and magnesium. 2. Type 2 Limerock: Composed of not less than 75 percent of carbonates of calcium and magnesium, and not more than 2 percent of oxides of iron and aluminum with any components, other than carbonates and oxides being silica. b.. Chemical Analysis - The chemical analysis of lime - rock shall consist of determining the silica insoluble, iron oxide, and alumina, by solution of a sample in hydrochloric acid, evar porating, dehydrating, re -dissolving the residue,and neutralizing with ammonium hydroxide, filtering, washing and igniting the res'i- due limerock: The difference between the percentage of insoluble matter and 100 pdreent is reported as carbonates of calcium and magnesium. C. Sampling and Testing - All samples of limerock shall be supplied by the Contractor at his expense; all tests necessary to determine the requirements specified herein will be performed under the supervision of the Engineer, without cost •,s to '.the Contractor. All raterials'. shall be approved by the Engi- _'.neer�,prior to the use'in the'work. The sources of the limerock shall be selected in advance of the time when the limerock will be required in the work, and samples of the size required shall be submitted to the Engineer not less than 15 days before such material is required for use in the work. Additional samples of limerock shall be furnished during construction as required by the Engineer, Field testing to determine if the density require- ments for the completed base course or courses are met as herein- after specified will be performed by the Engineer without cost to ,the Contractor. Unless otherwise directed by the Engineer, A.SiT.M. Serial Designation D-75-48 shall be, used for sampling limerock. • When deemed necessary, sampling of materials shall be observed and supervised by the Engineer. Equipment: All equipment, tools and machines used in the performance of the work covered by'this section shall be subject to the approval of the Engineer, and shall be main- tained in satisfactory working condition at all times. a. Power Rollers - Power rollers shall be self- propelled, three -wheel type, weighing.riot less than 10 tons. The wheels shall be equipped with adjustable scrapers. b. Scarifiers - Scarifiers shall have two rows of teeth, with the teeth in each row no more than 8 inches apart. The rows shall be staggered so that the paths of the teeth will be not more than 4 inches apart. c., Blade Graders - Blade graders shall have a wheel base of not less than 15 feet, a blade of not less i 1' ,r1 �• Maintenance: The completed base shall be .allowed to cure until the moisture content is acceptable to the -Engineer. - Additional rolling with rubber tired rollers, or •other approved equipment, may be re%iired during.the curing period. The base course shall be maintained in a condition satisfactory to the Engineer until the prime coat is applied. When the finished sur- face of the base course has become glazed so that the prime coat will, not readily penetrate, prior to the applying the prime coat, the glaze shall be removed by power brooms or other equipment, As directed by the Engineer. SECTION V - SURFACE COURSE AND PRIME COAT5-01. Wearin Surface: Wearing surface shall consist of Type_ I Plant Mix Asphaltic concrete, no less than one inch (1") thick in any place. 5-02. Bituminous Prime Coat: Bituminous material for the prime coat shall e applied in quantities of not less than 0.15 gallon nor more than 0,25 gallon per square yard of base course.. The exact quantities which may be varied to suit field conditions will be determined by the Engineer. .� r The bituminous material used for prime coat shall conform to the requirements of Seminole County and Federal Speci- fication R-T-143, Grade RT-2. The sulfonation index shall be determined in accordance with the ASSHO standard method T-�•108-44. Application temperatures shall be as follows: RT-�2-------------------- 6'0 - 125 Degrees F. SECTION VI - MEASUREMENT AND PAYMENT Payment will be made at the contract unit price 'and will be full compensation for all material, equipment, .labor and other necessary work to complete the installation in accordance with these specifications and the construction drawings or as directed by the Engineer. . t J t Ie cons ruk zo p required. The inner ends of the pipe shall -be flush with the inner than 10 feet, and shall be self-propelled. faces of the walls. 'Inlet ar)d outlet pipe shall be the size and d, Sprinkling Equipment - Sprinkling equipment kind and meet the same requirements as the pipe with which it is shall consist of tank trucks, pressure distributors, or other tco be connected. Pipe placed in masonry for inlet or outlet conriec_ equipment suitable for applying water uniformly and at controlled Lions shall extend through the walls and beyond the outside sur- quantities to variable widths of surface. faces of the walls a sufficient distance to allow for connections, and masonry shall be carefully constructed around it so as to e. Rubber --tired Rollers - Rubber -tired rollers shall -'•t.. prevent leakage around its outer surfaces. consist of two axles on which are mounted not less than 9 pneumatic - tired wheels in such manner that the rear group of tires will not follow in the tracts of the forward group. The axles hall GRADING PAVI NG Sr DRAINAGE be mounted in a rigid frame provided with a loading platform or body suitable for ballast loading. The tires shall be uniformly /� ^' �J+ T ECHNI CA L SPECI FI CAT IO/V inflated. The neer. The tractor rollers shall be weighed as directed or other towing equipment shall by, the Engi- also be pneu- GR O E IE W VIL �4_ GE_­ matic-tired. �/ �/ v v 7, SEMI NO LE COUNTY FL'0 R I DA CITY 'OF- S...A .'N F 0: 'R D.: DATE SCALE` SIMMERSON AND ASSOCIATES DESIGNED FILE, NO. DRAWN CONSULTING ENGINEERS n 16,1 MK D MAITLAND; FL0RI.bA DWG NU 1� DATE REVISIONS_ BY APPMa ED t � ,Oi✓;'� T ,''� k• F U 1. � , !, , . I I .1 I . I � 11 � I I ., 1, - : 'r; .- �,�, �;. 1. , , � I �- �-­., , I . � , - I I .. , , , � , ", , , -;��, , � ". '. �' - '' - '., - , , . � I , "I" ­ � , .� , I- , 1 - I - "' I I - I . . . I I � - I .. ., - . I - I 1. . I , I I � I I 1. I " 11 -­ . 1. ,,, 1: " - I 1�- " , , �,�'- , , , - , - , r, 1��'. , -q,-',., . I I., �;�k) I -1 �. 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I- - , ,� - (a�) Nil 'exquvation .1,qhall� b6made by 9D ' - t 'LMI,js,�� oih Se IqUtliorized . ., I I . ,,,,, � . , i I . "I 4; � �% I . ­. I I I I an, cil elvi I , I ��. . I I 0, 4 ;1 ­. I b", ,'[ � � ii ."r I'll I .W., . - � 1, p" . . . . , t ie - Elrig , _ i. .','­btke�'�Iiall' be 'ekbilq#ed not to'excav4, -6�, 116��'f:-`,­ *I ..d - F "ade �Cp , , " r . � t6� '16�v �,',�t Lills le 'sewei a . , . YJ ;, , . , . I I I I . I I t, .� I " L .�,.'Ih 1. .1 11 . , . '' ,­­-, . � ". " � 1 ,,,t�,i, �,�, : . , ''. , .1 . .. " "'. I . I .., r I � " I 'it. wriero rock ��Q,r Q , QV. WISLU tc';tbi - , t -A, - -,"1,:L -, oLUICel;e'd;,�','. Valere thJ ' condf(ion � ' � �, I .. , - . I . XCIPI �i �­' I . "�-, "E.4 I. ., � I� � - . 1, I . �!..­e IMI 0][ Ic is enq 1. is 11 , 11-11, , - 1., .:� ..a I . � . I . �� 1. . ��­ � .. . . . '12 .. tl , I prevai,4 ,. o4cava, ion s ijIll'' be eav'riElIct, si 6s', boloiv t -ad depth i t, I I " . . -, ,- J ­ x � 40., , ii d ,�!�. � I - 4a., , , , ..tt ,:t. 1�011 i. .,,, , . Inch X­ipc ur I., . . "; "4, � . � I � 1, 11 � I . I I 1. , -looi�ie :0@ `-or'�61 ' -le mat0ria , ..anc IhW-66glily. compacted, ,-� ! .., �T , 0 � , , , �� I 1­1111 , I , . I I � . . . ­ . I I � i6 - " wI: 1 ��Wc ,, � - , . . x th):' " I;hdr ,quitab . . ,. . . . , , I 11 ' ' 6 sh ` I'� . � � r ! 1. ­ , bells s, I I I I e, � [��ti - avated to instire t '' i r i ts . ­ � . I ', . s F f6r,piPe. - 1. . .1111-Lie 14�tqd exc, - hat,'�,,tf 6 pip ,all rest fo' . . . i .1 , t' * . .1 .. I - ;., �- - * I - . Ir! k­ I . - . , 611 t.. -a 11�n boet'dm of' - the ditch I I I I I . I . � I I 11 , . I I . t - gth upon ,the I . . I I � . ­ , ... . I I . � I I 11 I . , I . I . I . 1. � � I I I � � . I . I %, I � , -,'� ,, - � . . I � . , � . I � .., . .1 � ... , . 1. . I � I I . I , , ; . I . :.I ", * � 1, 11 I I I I 1 . I . 1. I I . (�) � " For, � gfit,Vi t y sewer, lines, the bot tom, four inches of the trench s . 11 I I I .. , I . ,. . . � li . . s I I I � ­i , � ". , 1. . I I I � ` . a:t . I I ­ ' t.." :, , I . I I' exca.,y ed.rb�i�.. a. -few feet dn advandq, of the f5ipe" 14yin ' ., by especially skilled men' 1� �'11 I 1. . 1� I .. '1� � "I ,.. 1, " ,.. . � ,�:. - * , . . I I.. " I I . 91 . . I ' ' � I � - . � ') ;t .� � .1 , ­ ! fing , -Iiea , -ade ,"line of the sewer,, invert, .. as , I I I , �, � � .,�. � . . I ioe-a$0, Xxom ,in ovex , d: ,line sk 1 ptir ,&Iel to ;the' vi I 7, j . i , . :1. -- . . I - - -', . . , ­ . A i , i 1 ­-'4,' ` I , , , PiPbl I � � " , � ­ I !� .e, , I SpQd;U.ieC LL4 ,eic 'I,ay-ing,Gr'avity Zewer, . . .� � .1 � I - - .% q . . , .. � . .f. . . I I I . I . . . � 'I'll �. I , . . - I , I . -1 I . I . � . . .: .1, . I ­,�,� "� I 'I, ; I t " , ­­, � . I., ,� � I I I . I .. ­ I I . 1. I , I 1 ,,, I � I � I , I , I I ,� , t I ; '. .. ,� , � I I . 1. I . . I " .I ',.�,,!� ( , � ., "�;i�2.1� - 11� . I � � I A - "!.-. .�,., , ­ koO I ILI ar"U-th ,and' excavated �rr�atari4l ,shall be deposited neatly at -the sides I. �',�; I - , i­ � I ­ I " : .'.'.--i',' ' "3 ' 1 ,­ . ­ . : . � , ox: t.6 1 , , t - �", , , . t e . . " "" I I I . 1". I I : a -. i-ppe ,Ay,L-th t ,jria�teriat,� �4-e,full� � �61edto,d,iuld k­ t, -a . , E,xcaVatiOn , . , � I !. .; ­) , , ­�, OP , , ; I � I ... 4 ­ , �he",' ' '' ' ' I i , . I 1. 1. I` " I ­ q ar�="Q` U on in s�u6h a rrr�Ln � � �, . 1 s t, t�r,;� 6 1 . , : � � , Ish be �' net- as 6'66 ,�.Udt ,�- a ys �'l a's � 1 A �.- � I 11, " , I . , � e ts r alle I ttle' ,is - I t I � , I ,­- � , � , . � . I . a1:1 . "' � , . , I . I I . I , , � � I i I p� sh',d)i be -0- eq ec . ,-� , � .", , , ,, I I 1, PO,9siUIe.,­'Qrade' r1nd hn,Q s t ak6 Pi ( I.t �: � ;-1 . . f, I I - � � . 1�., I I . I I . I . .1. .1 - ­1 I I 11 ., 1. �1-1­ . :.1 .- .- � I � 11 I � , I I 1 � I ­ .1 . . I � ! - �:- . . - I . - �. .11 .. . . .. � �.. I . ; . I. I ,� .. .. . . ,. . � - � . I I 1, �. I . ­1- . ; � . .1 I ' I T9 workib Q ns foi- the l" ­ ". I . :' - ,,, I . (d) , Wbexp required, Iworder.-to sv4ure s a I . I - . ,-, . , I i �. � ! ' . . . 1. I I "... 1, . ` �r 11 ­ J '­ It .� H. I I � . I I . I workmen to-J revenE .6,kcessive Qayl f 'barika, o I inj ul�Y A o.-.ac J acen t, pipes 04- s, truP .1 � � f .1 J` P. , . . ing o- . . , , , . I . y t Ures, � I I'. . . , . � sheet'in� Of�'SUTficient­;�;iZe.and design shall be,t -the. Qontracto -. to pr( . ` . ". r � . , I - I I I . '� ' � . . " ispd L&: g :)4CI6 ditch � 1�11 I . I I , , 1. I . ., ­ 1, � , - 11 I , I . I . � ''.. I ... . . I � SUPPOP ','� - ,, . 1. -I �. I .1 � : � .. n all ca8bsi � la n LG I ., �a I . ,� ,�' I I . . f , t ' 'I, . - i t, st i 11 be tile Qo '�xt tbr I s � -1,iabil y.-to adeqLqtely , PrQ�t'e'et I I ,.-,1 ", � .� . -y: owners #�W CLUMIge ,041.1s KI by thJ0 � 90 I I t� .1 " . I � . i adj acen t P:ro�e'rt , C . Us I�rUc tion 9f . these' fac"Lif ies. � 1..'� ;,, t, � . I. . I I � . 1. . �L I I I . ­ . . � t . .. I 11 I 11 I - I I 7 I. . v 1, � 11, . ­ -', . I I 11, "-. � ­ � . .. I �. :,., . . I V � . � 1 I . . �1 I ,-L I . .. � . 1. - . '- I . . � `Ili � �. I , . .� . I � - .11 '. . - , I � . , . I . I , I , , . - r , 2,'0Q.-, � i ' yatioh:-, , Wa�el- sh4l'l not �q,�a�lbwed,irf 'the: trenches whif-1 Ahe I , , I I � ''Natbr-111 Ej CW I 0", . "I ,� tt� " . I � !"', , ­ �:.�, �. " .� - I ��,"­ ,:. ­: ,; " e� .,;,j" .1 �.�. ' � . ­ . , 1� �� �, � ­ , . -The' 'q ­', 1 t i ,e�bq,dng� �la­ L. ..'. L t,§ T, (,:') f i a npderu ,4Xf�. ient": aric ' .." � .11 pipe!E; � wt ,ic. . I ,�CiQ�jUat6'"Well .1xiint, 4sterri of , , :., �, - � ­ , . , . ­­ . , 1­ .1 �", ; . ., , I '' � ­4 � -, ­�, ­ 1,1 �' ,-.; "­ , I ,.-�� , I . �' , , ­ . I , ;, , , . I , . .. . . . I - . � I . I - U. be -,-M' -1J,,ed;' � - Other mea at0iing..W.,fif"60'.� ppi,latted n ­ " �,��.�', �­ I " I I I al��w'ateiarig�,wl . � ILL .1 , n,§ of dbW, , � b ;1y � by 'the , 1, 11 ''' , ,� . . I ,. . . � , . � .,.� . .1, I , I I , I " I - . . I I . . . . f, -the' 'Erigineeli."." `FhO Contractor. shi'Lll,h6t. Open Lip (pore, �rench' thari �the ay il- I l!, I . '- I I I I Ai,pprova C? , I �, . a .. - I . � � . , � I � . I . I , . . '. .�", 1. . . - I ,. �.�, I I I . , .�, " ... I . I. '. i -11 . � I � I � I - �,�'. ­ able pmp ng ­ - ies - are' abl -w -i -acO - lq�. risibility ' � , �, 1 '. .1 , �U f;WiI4, - I I a to (10 atei The Conti v, shaTl a,5SUrIle -1 PO . . , . I " 'I , , . � ., , I ­ " ,� ­­ 1­ . , � , I ­�, .� �. [ I I . , ,,- . I . sing of all a - no toU,," �, - '' � .' pterfere `.wi th the no,=a drairiage'of , . , �' , , I . . i ; " !'� ; �LOV CUSPO - Ma C eii ��6 ,,, t, '' injure, or :� I , : ,: '- 4. . . 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" .: , , � ,,, " , �- ., ­� , ­ : , . fL I ., � . - I I . I I I . - i 11 � 1� � : , , ,� - , ,�� , ,�,�,','.:. - � '':�jj�,!�,�',, .-, , , I 1. I I ­ � I ­�. o I , ., ­.". 11 - .'' �,, , , , , , . .,. 1, 11, .­ "`� �: . I I � � (4ard) Brio�, �,e­ � . . � 11 � I � , �, � - " 'k, *-;,,��,,,�,*.,t-,-,���:",�,,!'�",�,w,,, ,�­-,'j�,, , � , .1 :,k�� :�0'; , qn40iUivg 6 SPqcif,�Oaticinsl�' Serial Designation C-32, laid in . I . .! � . - .. 1 ,'' ,,��; , .1� , , I 11 � I � � I I i -t A,S.A.'M, I . . . I I ­� I" . ., -1 '- ­ "I .1 �, .�',. "% , i% , 4i, :. 'I., � � I I - ,. . I � 11 . ­ . � , , �1 �� � .., � 1. I ,-,I ,�, �;,., ­,�� jti,� ,,� i - � ­.';­;' � ..;� 1, � 1'11�1 I �, � ��';! , ,,, A I : - I ,­� . I � � � . . I" . ­ ... ,.. -��, 1-1-, , ", . -��,',f,�,,,',�i:-�� � � --.,�""�, I , I 11 � ,,,,- ,.,�t ints of I.,., , rol- t ar s all' . I " - , ;,' - ,,�,� " * 17 �' ". " . I. , ,,, � ,,, 11 I" , I. � , aad j o , ­ - I ,�,��:,�,' , J . � , "', beds , ' � * ­ ` �; �.� . ­-­, - 1, "'�-,' ..�'­,,�­ -"",!" `� ": -.., -1.111.: ­j` %, '. I , ." '' ., � , i I - 1­ . I ..". I 1 :,4�,!� -,­,�­,',��­�,.-�,­, -­­ � ; MOP U'1` �' 'Ib I h , cotisis t of -one, part? cement and, two I , .1� I I- � ­ �;­, , - , � .1. r . � I ., , I I I % I �o '.. 1. i " ,, . , . ,:�%� ­,�­�­� "i, " .� : 4di ­,� 6 . 6 , , , . J - �.f ,. ," ­ -I' �� �,-,, . -�,.I.­­;u,'. ­,­t ��..­ . �, - ,,, ,", ", 7 '­ � I.., - 1, -.,: I , �, �,�, "', '1",�� ­1 I . , , ­ , ., ��, ��, . , . . I - .. I � - ' . .. . I I " f i­ ,,�- , Al� '. .a�­ 1, , , : " . . I "i, ,�;,�,. .`­:.:�. C '. . �:, I �, I t . (a I n , I . ­ 1� � ,�� t le'�,] t Y�'.50�",�:�::"�,��", ,,",-;�: -, �,-,.., � I � I . " �1. 11 ­. � I . -e. WJY�J, ,­ , , � -a , ', I ." I , - - :5, " � . . �s san � � ­ , , , , J '"' L4-td�t,,o - 66-��6.C�m '. : 1:; , 1� �­`,'�*.,. I . ­ . . I I I .­­­. . I 11 . ­ 1. . I , , . .� , I . ­.�, " , . . ,. , . ,% 11 �part I rl,6, s, Ci diid-, cew 0-- t, Cori-foind, ng . to he speci- Ica io .concrete shall . ; . ( (-,) Fir , Hyd�h�taits sii,dij :ConTo:�io',. *,o ,. . . . -.�,($­ , ,,, , : *"� � I., - , ,�-, � '' -,. " �', f:, ,,�-,-,,,:..,, . `,� " -'. ,,;�' , I 1, . I t . If , t � 1, � 11 . 1. I . I .1, . ..". . .. I ;,�'­- ; ,did ' ­ , ,� , ., ­ . " . .. - �, �., �,�.�` I , I ' I I I i , ­, , , � �': , I anhol(�q sh t � e­PU 6 ere , s shown on 'the plan I ct- Qb(p -�th wy.;enct;i`� �thqfi� :tbpa pe'-:. ,�,*: j,'�' �,-,. - �.'.'� ", -, '' � ; , , - ,,��, . ,;:�."* I., , q , 1-1. 6 `,�, 't&'IeaVC)*a strooth, dense ; � Speclfica�ions and shall- 0e, f Urnishe . . ,�f. ;- � , .. i I be .used;, Nk - .d a s, ., arj(t'�;,� � .�J .� '! .., .. '111 :! �� , 11 �1, '.�,,,�­,,,,'i��,�. . I plete w. , i,u . k, .� . , ;,4 I 1. I . I � . �. ­ I ­� I 1 4PPI I " , 4: ".4 - -.- - , , ;1"..." � . � . ­ I., s - � , , '. ., , . " , . �,., I., It - " ­i . � q�� �, 1 " ,i,;­ - . T-� � �, �� - � , �1, I � . . I *i� , �,:�.�- � . � . . . , I �1. I �, I i VA . , ., . I "I ,� ".., -, � -­,;, . I "I"i'd t',��§t,'Ei�,1::i�;�6'd*'�thO.i�e VUL�-" �.- "" .. I . , ` '""', � , ;, . 1 ' . . el'�. watertight. 1),t :tl�b optidiri,o! tbe,Contx,aQtdr,-. ' " ar -for brick'Work � - � I . ., MUnUfactUrer'S Certifidation ,of. 66 fipl;tarlpo, with - ,'AM 'C-502 anc . � - .. - ., , - I . I I . I . " i � � � I wit I . 1. 11 . - I . I . . :Lh':; -, . - - - .- , , 1�,' - � . . . - I . I - . I . I . I �.­-%' - I ,'�. , 1.1- Yc'', ­,", -'.'. ,:�',' - I � , , . , , ' - ' . . I , , " : I - .�: - ; * , - , " � ,,,;'; � . I - . . ; , ! and p ,�sterihg .may �be ma i4t ... I , ; ", - , " i, I , , ��i, .-,-,�f�,��%,,,� ,!� � . I . -,� I -iall be built - I be required. All hydraii f -thJ0 bV6 ith' the -'b.i,l , - ,� t"166- ". - , .1 �,, - I rbved,pater ted rfprtar. ,Ick wo,rk st . t b , �,* .,,�.�.��i. ,; , I I �' �'.,,'; I , ii an app Bi I P 4a le - �,Ype, %V , 6 '�i6Ci ." .. i, , U , � -061, , , I . .1 . a6 "' , �'' :, . �1 1. I . i . .� "..", ­ . - - � I .. 11 - I " I , . . I I � . . , -1 ­ . "', ,� .,,­'; ,.." " 'tt",-,,'�", ­ I ,. - i - 1, ­1� , 11 1, . I - ­ , , .­, ­ . ­ . � , ,.,.­` ', -."'. ,,,,, , �Vf,�,�"., ., ,:in ,; ... I � " :; �:; I I , , th all 66urses ,level, Each cqui-be .,shall be, I a id as a through course. located ant!� ��shail , * -, ,, � �0� h " " , . 1, , j � � . I I, : � I , I I ", I true -arid:-syRIT)etric, Wi I- � I at the ground JJ[f,ob. Hydr I agTee, a t read �si�ze�,N�itti' t1iQ,qq.ao�Y..J,u­;­,­ i,'�,­ .1 11 '111 4---i, , ­­.. 111.11:1 � .7 I ' I , .. I ­ I k �. I I.,- - - , ­11 1. -�,' '. . ... ' . I 11 - :,1`11h 11 1. . ,, 1'%.,11 . � . - I .. I - -, I �, .,.,i-� - - :1 � :i �­ ­ � I ..... ­ ­ ­. - . I ­ " ", 1. I � " - . 'e, , .1. . � .. , , . 6. �, % 1, , � I �. I . LL,�e, ifi. the present -sy , P i6ablb, . YC , wits .. "' ­ avQ� 01, �� 9eXV011 4'', "*�:, ,- � , I . '. ,, ­� - ,,, � " ! I * I " Ivall S shall �0-bond�d,�v-i'th:,N�6:,Le."hc�zici c'b,U1'Sb, Bed d vertical joints ! I I ,water s t pm, . i T " it, , i � * . . , I , ' - ­­ . � I ,�­', . ­�; � . e. ­1 I i I . .11 � I I I . . . ". . ". 1�� -.-, �� -',� �, ,- � �� -�,, ��Ilj. ­k'.� L '� , �­ � ,� 11� . , , , - '. , ". � ,11 an I I p, I , .� ti W rriw�t, � , , ,,,, � , , , , , , , , � � ­ ­t­ � ,'i ", I , , , � . ,1­,;-,�`,:1 ,� " ­­ ' . , � � §11'All be ,,is those 'as pra6tiqa�, an al oints shall ,�adiate' fro'(11 - the center and - , � other satisfac6ory device a4w/e. ,, -, � -, 1: lir") e - '6 Q 4,f f ' 1,1,lub-i(�L ' t" 'ti' 4. , _ ,Wqr :mg. par , I 11) . �,; �', ;!-��: �, � I �i v(�4,t 16i "j "I. I I . I � the wal'oi 's - � I i , �,�;.,;,";j��' 1. I- . . ", ." � ,� � " �,., � " .,-, � , . I'_ I I , . . ; , . I � . %, , � ,. I , , ''. 1­`­1 � . .. , .1 I , 9" - I M �� % " - - - ' . . .� : ,,� I-, �,` " ­i.,�, I ­ ,.� :!,;,�,, :.. - ii,,­ � t � 11 , :��,- ,;.'�:�,�31� , , I - ' . . I I , -ant ch t.-Ufie the hyc t ,in t. � �: ' P61 VrP, " EL IWA 1, 9 � I , I ,'. , I "'.1'.1 I � ; I., . I , 6 It - " ' , , 1, . I . . ,,­,� U flushed f Lill Of Mbrtr, . "Brick shall be shoved L - -1 . . . . � - -, I � �,.,; � . ,5hal be , 4,-,� All :inside joints. shal of, the hydi, ,'��6(1.� ,�,�,".�, �. 1: -, , , c , I 11 , I -1 be strilut'. � 'O � I �:, ­ . , , ." 1 I - 1 �$. '. i '. I � . �, ,�.. i " , '.. I I :, �. " 1. ,jl,'%,�,`,,�,' ­'.�f�­. I I I -1 *,'­-­', " " 5 I !­.1 , ;,. � 4 ,�­ " . , - , - . 1; I I � . I . I .� � :. .- 1. , .., I ,� � . "I', , . ., .111.1 , I ­4�­;, ;e", t- - , 11 i 1:11�1 �, ! . 1: %(,%I��, , �� . I X 't, r -require ro -Impor , I I . . 2 . I ,, . I ,­� I . V , " '.�,' i�,�'­! � - ,- I � ', � 4 ,,,,,, I : ,,;, ;-;". �-",� � , � . I '. Jji- place (noi'. laid)' in a - Lill 6 E, I , Rils, n I . � �, I ,;".., �', ,:;�, ,,"- 1'�, , , - I . .�, - 1, I'll I I , " ,Qd O� rol, ar, . I - at is 1. I " , ­ I i'111�111 ,,, � - ., I 1 I I . �;';O, I'� ''.11, . 1� ,,�,*�i',, - 1". �,. - I I I ­ . I I . . ­4A , I � , , , . ­ I , 1-i I ,��,` ��:, I , � �, � "­ ' . . � t:ype '' t'! be , . , "61 , - ", "� , -* . �, I I I � I I I I , , �,` I" A , i � 1�1 ­ P , � .�'.. I I "i, I I 1. lf� 'it �' !,',.�.,!,�,.j, n�":,'��' � t . I I To r�e�[. Excess mqrtar shall� no � . 1Iydrants ,shall be 'of .,the 1.0" �'Agl const'J�vctdon , l'. , hy& wv$ J . " '. %10�,:: I ; . . . ri � t be cut, off ln'�a manner -that w '11-1 tend to pull � -� , ,ah��$, I � , POV � ad;J , , �, " " - �, ­ I 1, . . I . . 1 I . , ,4, X,�' �, , I � � " ­ . , , - ,t 11, � ,� I . � . . . � ­ I � 1. ". . �­ W . , "..- ,� �,(" � x '­ , ".I - , I :., ,, - ""'' .,�. � ; I I . I I . " - � � * ' ' il I" , � , 1 , �If ", . k. lj��IYUS ,� L onze ozz ' .1.1 , tio�',6f, " " �i- ­"'f:�khe `rf� - ,, , f , " . I . I ': I . I., �­ . �,:,-,��,,­,, i I -f aces .. I . . I . aps ,ari C: ai - .� The dir, 0A � �, , ­V�� p �z I -9, ­ , ��­`:` � � I 1, . I ­1110411tar"fl.'Or theo.cont' W.Ick sLu , I I . I . bl, I'l . les, with d h hs eci ''p; . �� Vg) �, ­. I ­­,�, . .1, " � - , �� I I 11 4''i Y;, . . ­ , � � - . . 1. I � q . , QP,4,44, u,�, - ,, - "'.", - ""', - , , , , . � I 1. . . ­, '� I I "' 11, ' , , � - , , ­'��!,�,' 3 . I I . I I , ­� , . I I , . - , � Z" 1 .4 1:' ' -��,�'�f��, - I � ,!,!J I $e',"I­ L ley � . 1. , ., . .1 I . . . $fi4 1"^: I . . ". I . I . 11 I .. . I I . . I I � � I .1 11 6 y 0 in G e � sys r, I ,li:, '' �, �. . . I . - '':,� � r , , ,".:r ''� I.., - _ :,"",`, ,"'; - .1 . - 1. - . � ." . � �, I . � . I . � . I I -t -that existing hydr,gits . I etri".14f ,,,, 4, W`,',5,'-b - -- - - "'��' t " . , 11 �::, ��,�' , , . i '� on Orm of : , 4' " tPplictib� .66rwi '4 , ­�.,� ­ 11 I . I . . . . I I I . . I I I I I— " ' �"­ I ­.11 � 11, '" ,� � 1, ,, C I 11 . I I 1 % . , , . - ­V�x,","­ 6 I . - I �- . I - I I . I . ' - - ip I � � . � ?, �, "., 1 , � �. ;- � , ,. , , , � I I - - � .1 ., . I 'Y.0 �,`s ,6411�',�e , ;,5, 1.1t;, ', I ., ,, " " � - I ., . � "i - - , �Y . I e ,airig'the' O' at1ulg,rait qoLin et-61 " - "' ,�If .�Nr­ ,� I I ;., . , � -, , I ` t of the manhole shall� bq� foxir&,d of irx)i-tai- . and bi-,Ick, to 'provide � ' ". y ' '� ' ' J' " - � ' , � ", , , I I - be open d by Wy ' .(. . - yA .1 . ; I . .(e) Inver. , . . � 11 per t ��.�I*i6:­;­All! h"' ' ' " . �;, '-':� 1'�"-': I , . .�, , , ,ap ­ I .1 ,� I I . I . � , I It "', " I - .. , ­�, - " ­1 . 1- " ." 5.,,�,,, .1 I 1, , ,-�,'. �C.','� . . I I I I . ­ . . -11. 11h. 111'-�11 ­. I ­ I � ., t�*, I . are . 'valve opening, two;.-2 . hose. nOzzles', Qne pu l 0, " ''(Pi. ., ­ ­ � It :�­111W,7'.�,, lwl , ,�: , , , � . - I . .. 11 � ­,�, � I ­. � . channel ,of the exact shape of -the sewq� -to which'it cQrrrrec�s, 41, 1)2 - 14o.r,,h6��' , anc 414, .,,,�h6d�, � � � 1� � I" I . � I'' � .!;,,��::�;: . . � � I I I � I . .. . I _ 'p , - - , .- �` I I . �. . � � : :­'*,7, . . . � . � ",1'. 1, � 1.,j "' . ' . � ' , -­ ' ­­� , � � ". I � .,L ­ 1, ,� �,, ,� ' I I ' I * ­1 , �;, "."': ""IE 11 .1 � , ,,��"`%.', �. . I - J , ,�. ��l . . I , . 41 . ! � ��11 .. , ­, MOV -t a'ma -ovide an - � ; at least one pos , a -111� ..e ­ - ,f , , ;,- "', . , , I , - '' . .1 iarl�,Qrle,pipe 6A ,ers , be 36" bur and , " I - V, `�b 106aWdl -,�i"tO­46i ' � , � , , . 1, Q th -- � � I iihO�e,. tile various chaniiel's shall be formed 'to pi I . . ly - . 1-1 1. - ­` " * arLR. aiv6 , -, I � 1. T: --, ­p, ­ � . , ­, �, I �, I I � - I �, �, ­ , , , '1'1� 1­. `­ I., .. I , : , - ,�%.;�.. -, "'. 11 ­ ., - . - , � �, 11 . . . f, 1. "J" �- "', - - ­ 11 � 'the (b, , ,, �, , , , � "�6 ",I ** .." :�,,,�, . , . ­ .� - .. . ... I "t'. , . . I I , ,,, 1�- , 1� I ­`��,�, . � . '. .,: 6:LQ , ioa�iiiu , , , � � .­., '. ,'- ". - 1� , ­11 .."t ��, I . I � wate� ;4 " , t !'"invert for �. a6h ,such pipe. , Changes in direbtigh o 'the sqvi(Ew arid. entering branch 0 . * -om the standpipi�� wh6ri, h4� ,.,! , " . P , f, . - 14 vai�,,�,� '1'� , ,5,6d � � 'Or`r, �;,; . T 11 .1 I 1. ., . . , ., ­ '. -��, ,��­­!­"A",;,�. -,"",�,"..- ,..., .,.� i, kpj u��el y ,,no , Wa 4 1 1 . I .1 , �.,. . . - , -, I . - " :�'-.'�­ : � . 11 .. -., ."I", ,:"-., , I I 11. . ,.:" 1. " . , .: " 1� � ,. ;­­ r� , � . W1 as live c ev4ce a o I , I . I I .,- - :",x"�'­*' �.� ", i. -'..':, . I I .1 . � Ur ch " " s -a'true curve �o .,is i�a( j�u�s as the size of the manhole will. * I ,eez,o. Hydi-ants rridst b ' an. � Oj,� � -­ � ­ I . ) I 1. have' , 11 I- I .. . -, , r , , , , . . - . ­ �, ­ , ,. , ,; 1 b , ,. . I . - .0 . , . , , '' 1, . ,,", ..: - .':!,�,,� ­, . . ,is la�rg6 . -f -ese� �;Ctt ; I ��--:tp. �j,,'� �.. �,!' . '', � . I i hai . 'T , I -� � I ­ I MECY , i I 1''. t i ',�vofr,. or their �,;'o,,­�, I 1� I . i . . � � " " � . "" , .. ".." . � ­.. - . I - I I ., ', " *�� ": � � , , �­,, I I . .w-ater line to af f6rd Io �t- - ' -k ri T * - tirqe the -­ " , ::. , ­ ", " �e , ,, ''. . " , I " ­� -,: . I I pqi�rcut­�' - . .," - I � . . 11 I . 1. I t ' -W6 lie h d''�'­C I' ,�, . � �� �,M­..l . r , , .,�, " � . I I- � . : . 1ubjAcae n­ o a Il 1 1 i , - ai ts: of, t y tgn .04c.1 , .,� � �, '. 6� . � . "", � * . I � ,,�,, � ��', ; "� I .1, I f.1, . , - , , "l, . ':, I , , � I , I I . I I I . . I I � p, I I . 11�`t �­,!,,f".11 ", ­­ ".'I� �,� , I � :, --­, ,�,,,�, -.. �. I , I , I , - . . J ­1 ,t . - . -,: 1; . I I " , . , I . . I . , . . . � - . I I I , � .. �,� , ! � -.,�v-,;,' . � ,� 1. , " ­ � � . . . � . 1. :, , �, , ­­ , ?.�, � '. ­. I - ­ .. . � -an t is oporated, - . I . . ., , 'If ....... 11 "'', -I .`i' , " � . .1 � � , Z­ ,- -3- . h 'ti ,. I .; . -, I � I 1. I , �,- ; , , ­ "', , I . .1 I . ,�. �.11­ � . - � I . ,YC . I f. ��, � :- - . : -, " ,�,,�.` :��, �: �, L. .� �­,, .1 ; .1�1, ;-- I , .11 .:., , .� , , . 1, I 1.11, , . �­, , ,b" � I , . . I I , I I � - . I . . ., " 1­-`� - * I � , ;. �:,, .i, ­ � . ­- I.J., 11 I � � I— ­ ­:­ ., -.1 - ­­ - � - . .1. � , . .1 . . I I 1� I .. 1, ''I " � .1 I , . I I �'i,""i .1 � � 1, . , ',�, I . � ., . .., - I . I - . I I I I 11 I I �, . ,�, �. � -1 ., , I -, �111 , I 1, . I I . I , , : ", .1 I , � I - �, I I ,,,,,,,`-",-.;'11 , I ,� . ­ I � � , . - - , 11 I . ­ -,� , - -,-, , � � � , . I ��­ - ,,, . : 1i I .1 . . 6;, � ,,, �o)'� ;.,�.�� . I . ,,, , 1. . , , 2-12.� Nlarlho St�ps� l fr - I I - , , , I I ,;�.,:,.���'. I , I . . I IQ,., aep�ths, between 5 feet and .T,Q feet in I 1 � " � '';­'�, � I .1 I ., I I . . (f) Th-rust BloQks 01, Reshraints � -I Pout,ed. in pl"We,�. �Qpn6reto .thr�l�;t, � �W . � S,$:, , I . , , � '; 10 � ��'��, 1. , , � I � i - I . , , �, ­ �, - �:,,, , 11� 1� � I I I ­ . , - I .1 �!, ,:,!,.. � I , � � �. � :-, ­ e "' , * , � ­ ­­ .1 , " *�,��, , , '.)� 1,11.­4 , '. � . ,., � ,!�".,)� , �;, I � I .1. ,,, * " ".,: . . I : I � , . , I . I � I ­ .11 -� , . , ­, ". ­ , , - - pres,s ' h X�e t le pi ln,Q, COL a,(,, �- al " . , I ;� ', . - rom -tile f loor marib L, , Q,IUS:,Lvely, measured f I . of 'tile ole, to the top of. the manhple cov e'r shall I � - " , 'r, , �'�:�.. I �. . must be pros�ided at alli -poirit�;, o-, vihal6ricqd� -ure w e I Ipe.,,, .�I I 1� Ai " " � '- Y �', '11:, �,.',L,��, . . . . - . , , . I 1, P­, � ' , , �, .� I I I 1��, .. � I " . ", " , 111. I "' � , , ..� . I " . - I 1. j, '' . a-EW Dg � ­'*�, " 0 , ""'f;".:t,,1' , � . � d � idpUnum - al. e., , - "' , . , , , , I - '' , 1. j . � .1 . ­.1 1, I 1, '. . Q Ae, ai " I ., , ­ I I I ­ i ," , I I I , . I i"'.. " ­ ,., �-! � 'con tai n' aluminum S, t eps cast '' ­ , � � .,�, "; .. ­ , , I i . " , I ,., .� or built in place 'Sta�rtLng � feet from , he f loor at'. one foot , . " -L­. Thrust blocks all c ,7, , ­$ , t " , %*,:";,!":,, t: , �. . , I., ­ t . apai sh, I ,oilfoin t t 11 � . b " . , 1V 40WIA . I . , . �, �, �:r ', '' I 1� I I I .1 ; . 1� I I . I . I . "., � 1�.. ­ ­,, � , i � "''- I � . I 6t , . )- :,.intervals tellrainating 3 fedt below -the' 'top, 2 All manholes over 10 feet deep shall not I I I �, I .e , �­ , , , ­ .� '11'.`­ � , . , � ,­ - -, i"'.�%!.-,�'. " I I � . -Awings, and shall bear -a ainst; I. , 11 . I �,-, - . �,� - , ,� ," " '' - I I., Z; , ­ ��;, " , ,'- I � . . � I , , c4 'g�� Loqi�ltiitbed,el 11.� ,� "" ­,,�,� �,, ", . 11 . I I ­�, , 6` tai'a arly steps � .1 I . . . I '' I , , 1�, I - , , - I I . � I I . I I ­ 11 . I .1 I I , I �, !" �, " � -. ." � e ­, I �'-, , " . � . ` , :,� - -�4 1 1 . . 1. � � ­ , I.' ,i,-';� .. .... , - I ! �- 11 I but a��,r'etr.-:�ctablo ", I c1der shall be furnished for access. . i I 11 ,.� I . � . � , I 1�. ,, I � , . I 'k , s '' � :1 � ., , , . I . I . � -� ;� I � .. I ''. . � I � I I - I I �� !I 1: J , I . .. I -.1 � . " . . f, � 1, . . � '. I I , , I �, I . . I . . . :1 . ­ I , . I :1 I . J I . 1, I ; .1 � .1 �:, 1� I ` � ­1 ..� � i . . .. , ` -tl : , , ,­-, , , '-' I ., �. �. ��' I * - � . ­ - - � ­ -�: a � � I , -1 , 1. '.. , . ­r. , . "'. �,- 1� - ­ , . - � ­ - -1 . I -­ - - ­ � ion MethQds' All P-i -,fittings, 'valves anO , . , , - " , I . � I ,.� � ­­ " .. I .�. . . .1 .." , . . . � � ­1� . � -- � . A, ." ­ . ­ . I .1 . - . . . , I 11, I . . Wdaxle�s shali. b6 I I I 1­!­;4 . . . I ; I ­ � . . W, .. I I . � I I LPG ­ - 1, , ­ .;. , , 1, �i " ­ , , I . ,I,!" .)? 1. I I . ' - . , , .ell., I � - , ­." � i I �­ I . � :, ­ ;; �.�- , ": , � - � . e ' id 'Co � ' . I I I � instali,Qd, tested and dTs7irFf ii� accordance with AMM C-60 -­ity of , Sari Ord - ' . t. .. ­ * ,; � ,,, - I i 2-13. Manhol n­,urles ai . � . , 3, and ; Y , r �, ­ , ".. P � - . : . . I Y � , ,,,�, �.. . , I . � I :, I " I --- o� I , ­1 11 ­ I.. - ,;,�' ,J . .. ., : ,�, '. -1 . I , I � �� � 11", ­ 11 �i. I .... I � I., . I " �� .-- ,- ,.. �. �.' , � , , :�: . :� ,,,,_,�,� ' . I .. � ReXlUiVafnentS. I . . � I . I 1. : . .. .. . `:ill�,­ 1.11 .. .. 1 1. - %­� - "i .1, I -,�� . � . . -7 I —6flapprove'd equal , ' '1he app-4-oximate.wbight of fratne and ', . I I . i � , - . I I , I � I � I . �.�, , , I Ail , -� I . I I ­' 1. . . Pand cover a 040 . . . I , :­ . , 1; Wi(h a Typq D rion�-rbp�king� TIR . , I I I , , , - ­ ,,�,1:.�,�,ti`� . .. . � r . . I " , I �, , " . I I . 1. , ,., C . I . I � � . ., , . -t.�, "I . � . . , . . I", ,. � *1.1�1.,­,. - - -..1. '�� �,:X�' I I - .,� ,,, '. �.­­� , , � ., , ­ - �, ­ , � � � �� I � 11 I Z� I - �:!-­- -­; , ­ `1­ .; i - I 1. I .1 L, 1. . ... ­ co 'ed is 400 pouncL, . .� ­ -­, .�,,,,�,­-, � ­ . I ­1 , � - . , � , Aj:,� � - ­ � , Val' reqUil ;., .,. . ­ � I . - ­ . .1 . .!.-. .�, ­.,i,,�, ,, ­ � , � ­ '. ,J�­'- 11 - ­ -4-­�;­,",­.. I - - I . 1, ., , � ,. ., � � ., � ,� I I I . ,. I .1� . 11 � I . ­ 11 . I . I ., .1 � I , � .1 ,­ ,I . � I I I -. I � I � . I I �":�, I I �. I �, � I . I ­-�,- - . .,k,;� �,;­­, . . . I i I . .1 .1 � . I ... . ­L"',l I � ,,- . � :­11� � � .1 , - , ��, 1� , '.­ ,,.'I I . I ­ , . . �, ­:, . I . � . -, I : ­.. I � I �":":,. 1. - le,; ­­ , ,,�, ­,­.� .. ­,"..", .. :1 ''. 11.1 ­: - � ,,,:� ", I I I 1 11� � 1� . .1, - � '4� " , ,"I I I . � ­ ,� � ­ . �� . � I - �., "I ."2 - I � - I " ­%','�,,,-�­ - �,-,,W, ',�,� �,�.."r ­­-," � �,�� : �­- - " 11. %! , ��:��,,` I I " .,�, 1,1 11 I ­ , .1. " . , � I . I , - . I , I . I .1 . . . I . : I I . ;!, '' , ,� '�,; I � I , I . - �.., I 11� �,�� ,��,�.-.,' .. � I .. , , ""' . � ' ' � ':�' ' 11 . I , 7 I . - llbe ,typq­K 1,41 " s - � 11 �� I "I ­' ": � " -, � �:�1'1 ! , L� ­11 I - I . I � . . I �, �, . � . . I 1 2-04. Service Lines': , CO' � tubing for va "' - � s ,qhtt � ­ " I .4 " � : ,,, ': ` r� . I 1, � I I I : �,'. :1� � �� � , � �. , I � 5� pper - I ter­�sarvlce; I I " s ,a, 4 e$ , �, I I I I . ., - .. , . I . .; , 0, , � , I I � '­ I , � , B88 �. :L. , 1 7�. . I j I I ''I i .10, - '.1, 1 -14. ast, Mailhole,5., All precas t foini to, the incidental . - tubing SLLi'�Uble 'for dil�aqt bLwy conforirdng Q 11 ,wj, rpressiou , , , . 'Pr 6h � �" 1­1 .. 2 ad, copper Wcttel t �Iivl , Qq .11 , 1�', , ? � I .. - I 11 . I . . ,� '' , � : 111".1 1 1 . �-, ., " .- � I - I -1 I . I I . � . ,, I �, 5 I , , '11, � :1 -1: 1, t I � ' � I � - - �', . -, .." I-., : ­ � , I ­;�.�7­,.,�i I . I L � � I ­1 . 1 I I . I -� c'e hthhol es, e.g�:­ -steps', srrjorjtfi inver6s, etc. , and-tSe . on flared ends "foi- fittings ,,in , , . � I - _: � ,. ..";�, , : �­ I I I � - requirement in pl, I CL UftiOn,9. � � � 11 " � , I - " I I �, � 1-1 11, '. I 1, .1 � 1. I . I "I . . . I I 11. I. . I I 1,!1-,11 111. � I I . I I . I . �, I � . e ­ '. .1 : manhole Stl'uctUre and irrkarlUfaCtllra Shall cori&rm,to , the rn fox-th in 1. , , . . I I . I I I ,:. I . .. I '. - .., I I �11 I I I � � � " . . . . I . � 111. I � " � . 1. ". I .. I . I .'�, �: . �,',i, I . � � I . . ­ I , i � � I I . � � �,-: L � ':,�.,,��: , � . I , jo .. . . . I I " .1 I �;', " ":,. I Ai.­� � - : , ' . . � � : c ' ' ted :., I � , J . , L -" - . .1 f the'State, Roac Specificat'or,8�vith t F1 I ons -ihto'.2" raidris'shall be �appod di:.�e.l tly or �Wnrieo ­ I r � . . ,,, ­ ,�', '' . 1, 11. I I . I I . 11 ''. . I ��.. ", - I I I --1.1 1­.. -�Io ., . �!­ . - , .,r "I � he exception:' ype Il Acid I ­ . � . ..�. I ,- I I.,L I �;. I 1. , I I—, ,4 . F I " ,: 4,"., I'm I . I . -h double strap saddles, . .� . � � - .� , , ­ , '' , I - � . � -nt. shall be used for s' i itary. wer constructi . f - I . ,,;: -.� ", . I.: ,� ­ , ,�, -k " . � , I ., � � , ,". I ., I - Resistant cp= � L. I � se on. wit .. ;, I : �' �'. I � I - . �. I " . ., , � , I 1, 11� I . .. I % � - . . .. . . � ... I . � I . I . . . I- I . � I " "� � ". ,. . -, ,, " �:, . . i".- I I . . . I � ­ �! � :.,.,. � I I . . I I - . ; . . . . 1, - ,�­ , I " - . , . , �:.; ,,,I I I I , I �; . I . � I � � I .1 . .1 � I .. 11. � dr(�� . i­ � , .1 - t - .�� . I. .. , . �., . I - " ­ . ZL I . , t y u� -1 I -. , . I . . ... -�­ . Service conneQ,tions into '40 mains and lzu`ger -�;hdll -�be ta ''I � . � I . ",,-.,.,- -,� ­ � I......1­1. -, ­� -.1 . �, ­.1 - � ­ , ­ �. I, �- . 11 . . . I � 1) &.� 1. I - .. . , � ­..'� ."', ­� , ".- 4,` � ,. . . , , � � �"5­ 1 � ,lt)g '1� � . ,,-11 I 11 . � � � I � . ; ! . , I ­­ � ... " I , �14 � , - . ,,, . , ­ �. � ­,� *�, , ,. ­ ; � . I . '.. " I I T". :'� .'. ;L - � . �. I I . "I I . I . , ­1 1 1 , � - �,��.,:-:,�, I,., :, , " �. 4 . I � I - ­-, .. � , : I I " , I . . QOrporEttion, stops, manuf actu.�ed,by Mueller'. Q r appwl;oVed equal.. , I . ", 11 I , " . . 11 " I ,..'�,"! - . 1. � ­ �, 11 .. 1. I ", ., . . d . I I I � " , , " , . '' *� , ,:", ,, f"l- I � . I � . . I .1 1i­'­­., 11 I., ­­ I . I , I ;*I)W�h Crossi'ligs: Where indic',�tted,on tile drawing-,;; or designate' by the I � I I .� , �. -� , I . . . 11 _ . , '.11 1�, I . ,,� - �' I ' , , , . ,; 1... ': I ,Ci -! I I ".. . - I I , I I �.." � . � , - ­ L­-­'. .11 .. � .��* � ", . ­. ­. -, , . . I .., . ,� �, -�... � 1­ . I I * - � f 'EnginQer, CLL,tph ci-os.5ing8 shall� i detailed on the drawings. Ditch., , I � � . ­ ... � 4'.. . t­, , �, �­ , �, .1 I . ­,, 11 , I � ... f'.­ � .. . , " ", ,�,,' . . . '. I I � - ,�,": ;--.,:".:",�,� I - . I I " � � � - . -1i I ­­­­ �.... , . I I I � .1 � . . 1. . .. - , - . 11; , 1, -��,�,,,',"4. 1 . � . I � . , I I. 1 'ings'sh,tll.,,,.�,)e' as not 'to in(;Qrfbre with the f low line. 'f the ditch, - 1. . . . I . ,� � . I I , it, "'. �, f�,�� . i cross Q � I � I I "... � I . I � I . . I I � , , . , . ­ �': 1. I I , . I .i:­ , , t, " " 11� ,� '' � , � I � . 1, ,,, 1: I, � , , 1­� r" � � � , . 4 � �t_nd also to Pi�OVi&-' �4de(11,14e Support to -the pipe ,line. I 11 I I I I . I .1 I F ­ 1­1 I . , " I . � I lm". 1, .., % , ',-..�:".,�t�, i "I . 1 , - � - , , : ; ­ 1'�,,;,��.' I . .­ . . I � I .1 1. .!. I .1, � ', � .. � 11 � ,I � I I I �, . . I � 1. � I 1. . � . I . . I I . � I , , 11; I *�� ,, I ;"�,�.--­.., P.,,�,`�,.,f ,,, , -, ;­ , ,I � , � . I I I . I . I � , . . : , , ! ".;"� " , � " . � . ' I . . I , I .. I . . I �,. � . , -�, : " '.- ". I ; I., .. 'rests: All,pipe work. cons truc b act � Under this coditract shall be ,Subject ' ., � I . I .1 I . : !�:.',, ,,� I I . C � ­1 i�, I * , . I , ,� ­% 1. t ", ,.!:i � to- V�lsu"U ifiE;P�e Etion, fo' aul defects and my deviations or omissions from -the plans � . . I 1. 1'1�1 I . I � ,�,, : � . - I � L I I. � I I I " �.. " ,'. I , , �' - � - . I I . I . 1. 1:1 , 1.:. .. 1� 11 111 ; ar�d, spi�cif ications" sh,44 be corrqQted at, once.. All,.te-sts, Cori tractor . I . . , ­ � . �� . . I I � I . . I .. 1, I .1 I � .1 . " � � . I 1, . ,il' 11 .� 1.­,� . I . I ' I - . ­ . . .1 I .. I . I .-. ,' -." , ­'-, I ,I. ;'­L., , 1. I " - .� - 11� i 0 nce of ,tile. -Engineer o I . � . � � I . . I . , V.­.­' . . b " . . . I ,� I I . � ", 1. � ,�;- ,,�, " - in' the pr se 1� . `rhO al Owable ,limit of infi-Itration foi- the sewer- system ,� I . I I ,. , ��. . '. ­ i � . l ­ I I � .. , - ­ I � . . . I . .1 111. : . . 111,m�;,:i ' I . J Or -any One ,trunk- main Or la;teral,�,�kxU� iriu� ' eed 10'000,g'allo'ns per 24 hours per mile - I-, . I � I . I 11 I I I .,., . ; .1 ) , I Qxc ) � . I ., I . �' ,�. �­ � �� " i" , � . 11 . . I I I .. 1. .1 I , ;,., ,­ " �, .,fl � of sewer for all sj;�,es whero., theJaVert of the . I. , � . I- I .. 11 , �, I �, .,- ,., " sewer 1!Y coristrUcted below the usual I 1� .1 1, I . . I I , , I � , , � . I I . .1 1. I 11 . 11 � . I ., � 11 I �',, ,��, .�, I I- � I I . . . I , � - ground water ele ation., - All .,expense' of - the abov � - . � I - .. � � - . " � I I � ­� . .11, ,� ,­­'. , I . 1. . . . ­ . ,�� P V .. . e-t'ests shal I be borne by the Conti -actor. - ,; I . I . I ! ­ � - - � I � 'I', 1. �, 1 .", I . � I I I . I . 1; and be � included. in the unit rice bid Per foot of *Pipe­.,� , � . ­ . I . . . . I I I . 11 � 1� .� :, ',',.,- 2'".1 ,_1 �,­ .'':14 , . I I I., I I ., , I ,4 . . � � I 1. . . P I I 1. � 1. I � � . I .. I � I I . 11 . � . I � , 1 . . 1. . ,�­, '.1 1� .. 11 1­ iI 1, � 1 . . I I I . ,� I., � ,�� ,�,. 1, *11 � i - � .. .1 , - �. .11 - , �-11- . - I . I . - I � , I - . I .1 I I I � ­. . 1; I .. I I? ,. �� , I .�' � � . . -- I " 1. 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I � 11 . � J: � : , ". � �,� , . 'i , ! ." , , , . I 1 , " I , � , , � . � � "', , . , , .�, � - , I , . I .1, , �, � , .. .- , - , - , ­ --- -- -- - - — , ; -- -'­ ­ - - � -- — . . , . - , , , � '. ,� I ,, ;. , , .. 't , I " � 1, - ;.� I I I- 6 iL-­ I � , i r ' 2'- 1 V2' 4-9 10'- 7 1/2 , 'o • Q MAX. ELEV. OF PIPE _ 2 9f, a GO C.I. FRAME a COVER a m PVM'T. v s' ` y � CJ NO PIPE .UNDER � I-6' fi � Q� a' 7 -4 DIAME'iER / _ - �,\ _ _ _ C.I. FRAME d Y' S: . o a 4 1/2 1 I a COVER r` w- v TYP 1 I I -M PIPE N l - L o / 4 12 0. C. E. W. v , 1 I- 6" l'- 6' S- 6' I 1 O C 0 b � _ II � v ' 1 #4 SP. AS � \ � � �- 4 SP. AS � i � ,°D1 / SLOPE SAME GRADE AS PIPE SHOWN \ \ Al / SHOWN } ` I 2- 4' 8' / -I_- -- D _ _ `D _ �/ 1 MIN. CROWN OF PIPE 8" SECTION "A - A" PIPE UNDER PVM'T AD 1/2' CHAMFER '0 X i/ I X \ Y _\ -T v '`- URB i0 MATCH ADJOINING CURB SEC• !` _ \ �� �'� SLOPE SAME GRADE AS PIPE4 - 12" Or C., E.W. `p - _ - - I ���`- 6 I Q � m 4-•+ NOTE; SECTION "A- A" _ -" - NO CURB a GUTTER WILL BE PAID FOR WITHIN THESE NO CURB a GUTTER WILL BE PAID FOR WITHIN - 16'- 0" CHORD 4'-O'I�ABCf FOR ISLET N0.6, t 4 I THESE LIMITS I�� DWG. NO 10 I LIMITS I -6' S'-o - rYP. PLAN NO CURB a GUTTER WILL BE PAID FOR WITHIN THESE LIMITS NOTE : 4' - 11 3/6' Q 4' - 11 3/8" _N Q _ SLOPE SAME GRADE AS PIPE 2'- 6" 4'- 0'. 9" IO'-3" THIS DIMENSION SHALL PLAN 4" SQ. CONC. POST RECESSED NO CURB a GUTTER WILL BE PAID FOR WITHIN � � BE 5'-II 3/8" FOR INLET --� SECTION "B - B° NO. 18 DWG.NO. 7 1' # 4 THESE LIMITS PLAN 4" SQ. CONIC POST - �'p" SQ. GONC. PO T RECESSED I- 4 - RECESSED r✓ I-„4 ° o >p . Q * PLAN _� I - 4' 9 r ',D-.--.—.— .—•--r-- . - p 0 I I I w �. � r - � i , I _� N w- THROAT SHALL BE THROAT SHALL BE 6" ,SECTION "X-X" 6" DEEP WITHIN THESE LIMITS DEEP WITHIN THESE LIMITS 4,f z o lot > N ''- � F SECTION "D - D" f— d q 9 p 9 b 4 1/2 'p 3/4" j0 ANCHOR BOLTS 3/4" 0 ANCHOR BOLTS �/ � ' 6, TYP ' C. 4 M : -a NOTE ALL REINFORCING NO, 5© 12" 0 8` 0 C AND PLACED IN MIDDLE '7 4 \CK R�Oy' 3/4" 0 ANCHOR $ 6' SECTION "C - C" NOSE 9R A NO(E 9 BOLTS \p O��G SECTION "B - B" 4 - 12 0. C., E.W. OF SLAB UNLESS OTHERWISE NOTED o � A1b mG \ -\I r TYPE D-R CURB INLET \ TYPE D-L OPPOSITE HAND 1 p , L p Q J • p" I p J / \ a l.' DROP CURB :'o v :° ` AS. REQ'D. 8' 4'- 0" NON _� SURFACEL—L _L� ID 1/8"HIGH vI '�`4� - _ _ O z 1-6 MIN RAO "N #t 4 E.W. z j (SIDE OF INLETS) f w I AS SHOWN I'- II 7/8" 2' _ 0' � 4, O I6- 41 �6" � #4 12 0 C. PLAN BELOW TOP SLAB 2,- yb a I I 1 1 PLAN BELOW TOP SLAB PLAN BELOW TOP SLAB CURB INLET - TYPE C'-L A I I I A -� SECTION "A - A" TYPE C R OPPOSITE HAND FRAME a COVER L , I I I � c�. CURB INLET - TYPE A CURB INLET- TYPE B •' 1 GENERAL NOTE: MANHOLE SIZE 0 z U.S. FOUNDRY a MGF. CORP I i I I 6'-0" No. 33-C �L _ _ _ _ _ 1 I I M.H. DIA. PIPE DI A. a LL FRAME WT. 118" CURB DROP - T I I I 1- 6' 6' 2'-0' 6" 1 -6 i 0 e COVER WT 70' I L - 00 4-0' DIA. BRICKI I 4- 0 1 5 - 24 N E- 4- 4 S P AS SHOWN I :( i OR 6'- 0' DIA. I I _ /HOOKED INTO CURB I I 5' - 0" 30"- 36", 1 � 5 o Z / 12 -2- 6 f- � J / BRICK z \ / A or B a A or B �� / �� ' T � � � 5 10" o c. U �„ — } � - - � TAT � •. • •'fit—` -- -- --- ---- -- a " PLAN SPILL OVER INLET 1D 6'- 6 SQ. .7'-0 DIA. TYPE A 3'- 0' 8' -6" SQ. OR 8-0"OIA TYPE C END VIEW TYPICAL SECTION SHOWING WALL THICKNESS FOR MH DEPTHS OVER 12'-0" k 6_2 10 PLAN BELOW' -CORBELS TOP PLAN 3/4"R � � , '�� :' �' _ ��°• TOP PLAN MHAaC - a MH D MH B a C 0 IE7 6 6" O.C. E.WC.I. FRAME a COVER - d troC IFRAME a COVER �` a oo .J • bn r~;'e)�'O ,.,,t P. (D p.. .. 4' J d „ b ~ • , �. 6" TYPE B # 6 E. 0. C., E W 0 \i 0 O 1 -0 I' - 0" N2' - 0" 2'- 0 1/2r, •. ' 9 TYPE D \> 0 0 2' - o' In i CURB a GUTTER o a - CONCRETE VALLEY GUTTER MIAMI TYPE CURB \ o w w w 1/2 CEMENT PLASTER F- -N N 2' 01/2" WW� M = j to \ 1 un 0 D m m k V O — D z X O VARIABLE 8 o ,- w PLAN -t 5r O,r 26_ d6 N w w BRICK m - �11 1, 6rf STD. CaG o a -N � ►II� C 0 0 1 N to GROUT IN UNPAVED AREAS 1/2'CEMENT ? I 1 -ki PLASTER IN- 1 :o =0 SIDE a OUTSIDE j i I 6' - 0 DIA. _ r•_r a . VARIABLE I � PAVING � w I' - 9 " GROUT •-r 1 \ LL vo 0 I/2 CEMENT 2'- 0 1/2" iF-CTION C C C 1 1 I 1 ` PLASTER t�4, 12 o C. DETAIL OF CURB TRANSITION AT INLET VARIABLE E.W' w 2 4' - 0" a �� „ UNDISTURBED / IL �4, 12' 0 C. CARRIAGE T BOLTS � � g � // 8 E.W. SOIL - �.• 10'- 0 F� 10 - 0" 0 "� 3 - 4" RED } VARIABLE 0 4"X 4" POST 2 "X 8' REFLECTORS SYMBOL DATE REVISION SCALE UNDISTURBED 1 �- 4" BLACK STRIPES HORz NONE GROVEVIEW VIL.L AGE ON WHITE SCALE �zzl VEgT. SOIL oA;���,1$� CITY O F S ,4`' IV FRD c SECTION "A - A" SECTION SECTION " 8 - B" SECTION -o �\ 1 i\ \ I I DRAINAGE STRUCTURE DETAILS ' u O I I I I POST SET IN DESIGNED BY MANHOLE TYPE A MANHOLE TYPE B a D MANHOLE TYPE C FRAME 81 COVER N i� LI ;_I�^coNCRETE 1•tF - DRAWN. BY dmc CHECKED BY (GREATER THAN 4' IN DEPTH) (TYPE B -4' OR LESS IN DEPTH) (SEE SECT. "A -A" FOR BUTT SLAB DIM) STANDARD BARRICADE IT.F, APPROVED BY { C.H.T DRAWING NO. It1 ` A SHEET 5 OF 1 r '. .' '. .. .,. �. . • :. .-:":.. •. ., ,n .:.. .. :.. a ,.:.:. ': ". fin. ..... 6• - r K &E 11 2155 7-72 51268- a - - y. V 'I i k . FIN. GRADE PLUG � W � 7 _ N O rn O N V v l i - VARIES I .UG c L GRADE.—� HAND EXCAVATION -� ELEVATION PLAN aNCHOR•S FOR WATER MAINS t �_M AIN VARIES I4 - MAIN 1 _ I TYPICAL CUT- IN SLEEVE and FITTING DETAIL GRADE I 3/4" CORPORAT- ION STOP, 7 YPE 11.Kll COPPER -SERVICE SADDLE W�TER MAIN CORPORATION STOP TAP -IN DETAIL s A i TAPPED PLUG TAPPED PLUG SERVICE or SMALL LINE 1 SERVICE or. SMALL LINE MAIN—--- --- - -- - -- -- ®e -- - - I I r. k t 1 L 5 r t , S: 2 1 0 T 61 _ 211 i PLAN i 1 _ 111 CEMENT PLASTER 'AVED AREAS l -- TYPICAL �. _ __ ��_•--.--I 1 1/2" CEMENT PLASTER i 4'-0" 8 i GROUT ­ rj 40 SECTION TYPICAL MANHOLE A LOT LINE EQUAL _T_ V.C. SERVICE - __ 8' V.C. r STANDARD 1/8" BEND WITH BELL REMOVED NOTE (n / \ \ w 6"Min. ALL AROUND PIPE 6' VARIE a NOTECONC \ \ LOCATION OF SERVICES SHALL BE DETERMINED IN THE FIELD. TEESHALL BE _ IN UN TCRETE PRICE OF SERVICECLUDED CONNECTIONS 3'-0" FUU N FI FL MAN HULL CUT HERE - f•e in FRAME a SOLID KNOBBED COVER SIMILIAROR EQUAL TO CLOW N2. 3240(SUBURBAN) N2 3220 (CITY), SUBURBAN STANDARD WEIGHING NOT LESS THAN 40OLBS. CITY STANDARD WEIGHING NOT LESS THAN 540 LBS. LETTERING SAME ON BOTH STANDARDS. 1 6 2"x3'x8, WEDGE WEDGE CUT FROM MANHOLE FRAME COVER 211x Cll Ill-.��l•- - - 3'fi � N �l pl=. =fr � -_`� FINISHED GRADE LENGTH OF V.C. B.aS. TO DEPEND ON M.H. DROP PIPE TO BE ENCASED IN CONC. (SEE PLAN ABOVE.) GONG. TO BE INCLUDED IN UNIT PRICE OF DROP INLET CONST. WHEN MANHOLE REACHES A DEPTH OF 10' THE WALL THICKNESS INCREASES TO 12". # 4 0 e 12"0.C.B.W. LOT LINE EQUAL r R/ W M. H. I�lll1� =111=►U�TAM D EARTH -^- .- MAX. WATER LEVEL UNTIL 2"x 6" BLOCK III=1Ulll I11=/II JOINTS ARE COMPLETE AND - v TYPE IIAII INSPECTED. _ `_° 0 0, D. ' PIPE it TYPE B II a C _ v I GONG. ERE r 6 611 TYPICAL PIPE FOUNDATIONS �• -� Q. 4V 4 4 D 1 4'-0" CONCRETE INCASEMENT d v i j MOTE: P\1C FIFL- TO PEE USED FoR Egc4sEmENj n Bit \ Min. 8 11 �— ---- -- 1! - - - 2"x 6" BLOCKS Min. PIPE OVER -\ 2.%8" STRINGER -� NAIL f Lt7 T — — -- — -- -- Tom- — u 8'�x 12" PIPE GUT 5 _10 3p�L• ING : I I I I I I I j-PIPE A WEDGE NAIL, =a-- — I i I I •• 2"x 3 "x 8" WEDGE 2 x 8 BLOCK L - y - - - ,- II 11 2 x 6 ..- _...... ..._ 11 1 2 x13 STRINGER a - 2%3"x 8" WEDG€ NAIL q q p 4 Q v ip f G 4 ` PLAN TYPE II BII FOUNDATION =� DIMENSION VARIES PIPE SIZE•. WITH ❑ 2"x8" PILE SECTION DROP MANHOLE r ; SECTION TYPE IICII ' SECTION TYPE IIBI� DROP M.H. REQUIRED WHEN DISTANCE BETWEEN PIPE AND M.H. INV. EXCEEDS 2 FT. I 811 12' Max. -T---_-+� 8" 311 O.D. 3 " PIPE SUPPORT Min. PIPE Min. # 3 0 TIES 12"O.C. CAST IRON PIPE __._ ipj 1 s � NOTE I `� w ' 1 0 MINIMUM CLEAR COVER. FOR REINFORING STEEL SHALL BE I" THROUGHOUT EXCEPT BOTTOM OF FOOTING WHICH #4� BOTH > 2" # 4 0 BOTH FACES �� D�a�Q�i JP��� ��a ,�7 94 SHALL BE 3" Min. COVER, FACES I �✓ T Y P I CA L D E TA ! L S S E W E R N 3-# 40 � 3-* 4 0 C.-� � = GROVEVIEW VILLAGE, FOOTINGS TO REST ON FIRM UNDISTURBED EARTH SEMI NOL E COUNTY, FL OR 1 DA , 41 V. C. SERVICE 4 V.C. SERVICE I - VARIES CITY OF SA,;N FORD R/W -SCALE DATE SECTION ELEVATION Q / i t EQUAL EQUAL .-i JbN• jai SIMMERSON AND ASSOCIATES D ; SIGNED FILE NO, �Lor LINE I DRAM1/w(IN CONSULTING ENGINEERS GV�IBI PIPE SUPPORT D.E.K. DWG. No TYPICAL CONNECTION CHEC CHECKED MAITLAND, FLORIDA I DATE R E V I S 10 N S BY APPRQVeD 0C M I , v • k • r .. a .:: .: :,•.. :: _ :, ... ,:. '.A.. >, -. ._ _. . ._ u,, - jy .: . ..,. i '.^.Y +- t 0 Co 1�5TRUCT10�1 OF l c? PREPARED FOR TOMPKINS DEVELOPMENT CO, 601 S. SEMORAN BOULEVARD ORLANDO, FLA. 32807 TEL.-(305) -- 273-4562 PREPARED BY. SIMMERSON & ASSOCIATES 243 WEST PARK AVE. WINTER PARK, FLA. 32789 TEL- (305) --644 -7649 „ ANS FOR i VICINITY MA SCALE: NO SCALE r I W�WIYIYWLLYI K&E I1 2155 7-12 51268- f Ove0F/ow �`trrvcfore �` ='�-- J 201'� with Skimmer Exi57`i�g Ra�a�/,berm _----•�,,_� :..-� _ .._. � _.-_- ao 24 "Rep - Fz • 42.75 - ------ 50' /5 "'RCP - CITY L /M/TS 54 5.352 51 5C 4L 48 4/ 4E 45 • ' 54 55 56 57 58 58 555 7 56 57 56 55 54 1 sty ° 6 - \ Retention Rona/Imiis of Seedln t-1ulch =� 43 \/.cries, - 5ee Plar, 1 _ �----rt &rm —3/ Berm ttI. 47.0Q - mil_ \ -.3\ \ \ c/,ey go.00 A f Nei i N c O ICJ `,A ,C, '� i %� ROOD `A � l 16 ,•/ /, \\ \\ \ • , � _ � (--)o �c a lam. � 1 T Y L IMI TS CITY LIMITSLn \ ,•r - 111 2 \ 33 3�o rn 41 1 I p a D r-0 In ca ` Qn , 1 I — i + / (D i U 5/ r Co' Cl.air� link F�nc� a� 1Nesf 5i�Je— i 1 ' \ I I ^cl /1 r , O I 1�/ �' �I VD o GAR, lUrT f, (SPED I. 6 �32 \ \ /// G u TT F I Q„ '> ; R• `��y O \\ � \ • �—� n,� I I � _ Jail• � _-W .__—�t�e , l l �s3o> P�'�C0 NC WE ��� 3 39� O- / � ,!�! �\ � / // 611 I_IME�OCI�, SASE Uj O20 -7/ / 11 112- 36 RCP '� - -/ ,, RC \` \� 1 // D \ . �' j 1.011 ) �1, 1, I G y J {/ " r / ��• / //`- 14-R --� � woo F I L L C, \o" � r / � U GRAD C Q / % ,i--•, l r- f _ i3 20 36'R 6 RCP 280'-36" CP i'/ i' \ jI j ' V --, _ O cP -,T Y P I C A L �, O p p Q Y S l C l 0 N S a� ,,/ , \ ► l\ \�` 5o�so j1CP -- �/ ^~ ,/ 2\, _ ' = \ 31 PEdUTES LIMITS or ►Rs Pear f 1' 1 '14I' P � z- FT N1T.S. 00 , I l D a�a6 ��\ �� \ C/TY LIMITS `\ ay E I -I � LOW r F I J \ 4 0 - 15 .— - - p _ f-- _ _ :: •.�,,,.\ ► __ , \ - � � - � �-wa � vE. X \\ �--�• ��"�; ;— � ve-die C t 1 1 \ I \ \ — — ff— FL OFF/D�? P4WE/q CO. EASEMENT \ \ , 44 43 42 41 40 \ \ \\ �9 E�4 63 62 616059585/ 56 55 : 453 52 51 50 49 48 47 46 45 c /�[� n� [� /� /�/ p�/ �y r�" 56 51,. �8 60 6/ r,2 63 64 \ JTVl1 IVl 8 SA T/A/1 /—IVIAS! L R 58. 59 5p 58 56 y L 1... `7 E: I J D \ GROVEVIEW VILLAGE --.--- ��?�n,�a��, SEMINOLE COUNTY, FLORIDA r — � penotes Drcklnr e Inlet �� \\ �� - - -DESIGNED �l Y• %V r� �Slorrn CITY-. DA1'F BAN' al SIMMERSON AND ASSOCIATES CONSULTING ENGINEERS MAI I -I AND Fl_UfIIDA SCALE 11 I "�a0 — FILE NO. I DRAWN Dwc. No, 7 Z 1 CHECKED DATE REVISIONS ; BY f1 OF/ APPPF VEr� J City Recreation Area CITY LIMITS ti co IT f QD 41) • CITY LIMITS 58 51 56 55 54 5.352 5/ 5(; 1 16 54 55 56 57 58 56 5-5 54 57 0 1> 0 Y� -)0 ON 0 IL 0, CITY LIMITS 0 & 601�0 17 �OP, MUW,� D 111, 7R-- H, r 7701+ p k 111 11 -E D I H A 1� E A1) ')-rltl 9 ?,1 1 �1 0 S 4 0 P,,� D � C0 WT 0 U LII I.' S Grll 11 N 2 1 k 91 1 P rf11 DOT. 39-110 clry Llmlrs ,\ I If ---------------- T \ <17 7 42 41 40 45 44 4,3 5/ 50 49 48 47 46 60 6/ b2 6 3 64 59�-57 56 55 5 4 5,3 52 MA 5 TER 64 6,3 62 616 Q WATER? DISTRIBUTION 5/ 56 8 99 58 59 59 58 57 56 GROVFVIV� EW,,VILLAx 'fl 2 P� SEMINOLE COUNTY, F ORIDA L E: C;r E fIII-J CITY OF S A N FO R.D SCALE a I DATE r) JANI. 61 DESIGNED SIMMERSON AND ASSOCIATES FILE NO. e r- v It ct-- Line - DRAWN CONSULTING ENGINEERS -161 tL)WG. NO, CHEfA5CKED MAI I -LAND FLORIDA II . I apPrzoveD E5 I c, -T V� I Is DA-rE R E N., I S 16 N S By � � A tit ., x �;F �' 6 �a � .F . .. ,t i ------ --- -- ._ _ _.__ - � - .--- ----- _ _ _ --- . i v ' l ' � � --_ � _ _ � i . 1 i _. � � I � -- .. __ _ �. -- � . • • • - • .. .; i �� � ICE ------` -. :; � •.� _ r _ - � -___� _ i �� -, -t �: ;. . _�__ G. ' - _© __ _ -�_ I. �!� P - i �; i ---I - ; I i t ... J' - ) - L . .. • .. �.' 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I .DATE 1 i 6 ,I In;C CD 4- _%- CO � en ct -4 \---- L - / �� ' H. 1�•H1 �j? 11 �. V P 6. I IPIiI. �.ti122 i `I I/. Y 6 15 �.. I NV. 50.04 61, D.IIR T\ ��, r ( A I NL cT ' l• �9-5 I . I 119 I 1 s 1, k I _ _ I?o 121 122 123 . I . - SAN. M.�I: N° I� ----------- _/ TOP- 57. tl U I . ."I I:NV. 52.3 r 0 7 0 rI Nv- •�.g4 �1fS 130'-6„vC@0.40% �" .i, , 7j I � -� _ �00' 6''V( C 0160;;5 � 2 c� _ o =_ l 4'DIP 6" DII,P 0-kR 1 ,- , � SSe05.f . F1�,_ �Yo1 a � � . PLAN 8 PROFILE �.'. VYL ACE SEMINOL E COUNTY FLORIDA .' CITY. OF 5ANFO RD" DATE SCALE DESIGNED SIMMERSON AND ASSOCIATES AS 'N0T1) i M S FILE NO. . DRAYyjV CONSULTING ENGINEERS OV- j6 1. Ec,K D DWG.".NOl : C1. I I' - __ I NI MAITLAND, FLORIDA APPRO ED T - __ .F__--- REVISIONS HY OD < � � , � , , j", � :� ", � ,.',I,. '... . " I, _ , I I .�,­ : : , , , , I I � - I 1. 14 . " , I . 1: � !� , ,.' , "; � �! � I.. I I .�'ll � , , - , : -�, � ,. ,�', " ', ll� ,• .. ;; . -- -- - - _ - - --- - - - -- - -- --- - - - - - u II s G: NO, ' 17, A i t K&EiI I;195 7,7Z 51768•., TECHNICAL SPECIF'ICA`I'IONS SCOPE:. The work covered by these specifications shall consist I of -Tarnishing all labor, equipment, materials and performing all operations,in connection with the construction of the �. grading, paving and drainage'in strict accordance with the specifications and the applicable drawings. SECTION I - CLEARING AND GRUBBING 1-01.r Clearing: The surface of the ground for the entire area included within the street right-of-way and also on lots which, have unsuitable material or oil lots that are in low areas which require filling in order to meet F.H.A. requirements and as shown on the plans shall be completely cleared of all timber, brush, stumps., roots, grass, weeds, rubbish and all other obstruc- tions resting on or protruding through the surface. 1-02. Grubbing: In excavated area and under fills that are less than 3 feet in height, all stumps and roots shall be removed to a depth of 2 feet 6 inches below the finished subgrade Where fills exceeding 3 feet in height are made, stumps and roots shall be cut off within 1 foot of the ground, and in no case shall they be, nearer than 2 feet 6 inches below the finished,sub-grade. All depressions excavated below the original ground surface for or by the removal of stumps and roots, shall be refilled with suit- able material and compacted to make the surface conform to the • surrounding ground.surface. 1-03. Disposal of Cleared and Grubbed Material: All timber, logs, stumps, roots, brush, rotten wood and other' refuse from the clearing and grubbing operations, shall be disposed of in a. manner that will avoid all hazards, sucH as damage to existing structures, construction in progress, trees and vegetation. The Contractor shall be responsible for.compliance with all Federal, State and local laws.. SECTION II - EXCAVATION AND EMBANKMENT 2701: Classification:, Street excavation shall consist of the excavation and satisfactory disposal of all materials necessary j for the construction of the streets, except subsoil excavations when a separate classification and price for subsoil excavation is shown 1 in the Proposal. 2-02. Street Excavation: While the excavation is being done and until the work is finally accepted the Contractor shall take ub. the necessary steps to protect the work to prevent loss of I� material from the roadway due to the action of wind or water. During construction of the roadway and the roadbed shall be maintained in such condition that it will be well drained at all times. suitable Material: Where muck or other material 2-U3. uns uitable which, ion of t e Engineer, is suitable in its origi- in. the op�.rrJ nal position, occurs within the limits of the roadway or on builc(ing lots, the Contractor shall excavate such material and backfill with suitable material, which shall be shaped to conform to tine cross -sections. r Where such material is removed, the surface of the excavation area shall be'compacted by rolling with a sheeps- foot roller exerting a compression of not'less than 250 pounds per square inch on the tamper feet, for the full width of the area' Such rolling shall be done before any backfill is begun, and shall be continued until the roller feet do not penetrate the surface more than one inch. Such rolling shall not'be required where the remaining surface is below the normal water " table and covered with water. . V III ' 2-04. Subgrade: When the work under this contract includes the construction a base or pavement course, the subgrade shall be constructed as hereinafter provided. The work shall consist of bringing the bottom of ex- cavations and top of embankments of the roadway between the outer limits of the paving or base course to a surface conforming to the grades, lines and cross -sections shown on plans, of uniform density, ready to receive the base or paving course. r ^ A11 soft arid yielding material and Qther portions I of the subgrade which will not compact readily small be removed and replaced with suitable material and the whole subgrade brought to line and grade and to a foundation of uniform �:ornpaction and supporting power. Where the subgrade surface is of a compacted nature as determined by the Engineer, it shall be plowed to a depth of riot less than 6 inches for the full width of the sub - grade. The loosed material shall then be spread and manipulated so as to bring all the material to a uniform density. All submerged stumps, roots or other perishable matter encountered in the preparation of the subgrace shall be removed to a depth of not less than 2 feet below subgrade. The top 10 incises of the subgrade, in both cut and fill section, shall be compacted to a density of not less than 95 percent of the maximum derisi t.y as determined. by the AASHO Method T99. Where Sand t3iturninous [toad Mix Pavement, Soil Ce- meat Base or L-irncror,k Stabi lized Base is to be constructed, any aggregate materials overlying the subgrade (bottom of proposed base or pavement) shall be bladed aside in order to compact the subgrade. Unless the subgrade material at t.trg' t:irne of compacting contains sufficient moisture to permit proper- compaction, it shall f be moistened as necessary and Olen compacted. Subgrade material contai.niny excess moisture shalL be permitted to dry to the proper consistency before being compacted. The subgrade shall be shaped prior to making the density test. 'rile required density i i • j i ,a r Q shall be. maintained until the base, or pavement has been laid or until the aggregate materials for the base or pavement course have been spread, in place. 2-05. Disposal of Excavated Material: All suitable materials resulting from t e excavation shall be,used as far as practicable in the formation of the embankments, subgrade, shoulders, etc., and at such other places as shown on the plans or directed by the Engineer. Unless otherwise shown on the plans, all suitable surplus material shall be used in widening embankments uniformly, flattening embankrnerlt slopes, etc., as'directed and no materials shall be wasted by the Contractor without the written permission of the Engineer and then only as directed. Excavation muck or other material unsuitable for embankment construction shall be disposed of as shown on the plans or directed by the Engineer. Paving materials excavated in the removal of existing pavements, such as paving brick, asphalt block, concrete slab, limerock, sidewalk, curb and gutter, etc., shall be disposed of as directed by the Engineer. SECTION III - STORM SEWERS 3-01. Pipe Culverts: Pipe for culverts shall be concrete or corrugated metal pipe in accordance with the, recommendations of the manufacturer and the Florida Department of Transportation. 3-02. Corrugated Metal Pipe Culvert Pipe, Bituminous Coated: Bituminous -coated, corrugated metal culvert pipe, shall conform to the requirements of ASSHO Standard Specifications M 36-47. The inside and outside surfaces of the corrugated metal pipe shall be completely coated with asphalt cement of a minimum thickness of 0.04 inch at the crest of the corrugations; and in addition thereto, the inside surface of the pipe for 1/4 of its circumference shall be paved with asphalt cement or reinforced asphalt cement in such manner -that, when the pipe is laid, the segment of paving covering 1/4 of the circurference of the pipe will be centered in the bottom of the pipe. 3-03. Reinforced Concrete Storm Sewer Pipe: Reinforced concrete sewer pipe shall conform to ASTM Designation C76, latest revision, with "B" wall thickness. Class of pipe shall be in accordance with the designation on the drawings or the schedule shown in the Con- struction, Section of these plans or specifications. Where no class designation is given in either the plans or specifications, Class IV pipe shall be used. Pipe shall be celarly marked to identify manufacturer and indicate date of manufacture and pipe class. Joints shall be of a type prepared for and utilizing -a continuous gasket made of special composition rubber of such size and cross-section as to completely fill the recess prepared fot it. Joints shall be in accordance with ASTM Designation C443, latest revision or AWWA Specification C-302, and shall be of the 110" ring type. ' The pipe shall be inspected, tested, and labeled by a competent independent testing laboratory with copies of test reports being furnished to the Engineers in triplicate. The number of test specimens shall be the maximum number indicated by the ASTM Specification. The manufacturer's name shall be clearly shown on the pipe. 3-04• Installation of Pipe for Culverts: No pipe shall be laid except in ore presence of an inspector. Each pipe will be carefully inspected by the inspector immediately before it is laid, and defective pipe will be rejected. The pipe shall be laid upgrade beginning at the lower end of the pipe line. The pipe lines shall be laid to the grades and alignment indi- cated on the drawings, or as directed by the Engineer. Proper facilities shall be provided for lowering section of pipe into trenches. 3-05. Drainage Structures: All materials shall be secured from approved sources. All metal castings shall conform with ASTM Standards. Excavation shall be made to the required depth and the base upon which the manhole or catch basin is to be construc- ted shall be compacted to a firm even surface. Cast iron or other metal frames,. shall be set on full mortar beds composed of one part Portland Cement and two parts of fine aggregate. Concrete slabs shall be separated from the remainder of the structure by four ply roofing paper separators at all points of contact. Sections of connecting pipe shall be incorporated into the construction and placed at the elevation, direction and grade required. The inner ends of the pipe shall be flush with the inner faces of the walls. Inlet and outlet pipe shall be the size and kind and meet the same requirements as the pipe with which it is to be connected. Pipe placed in masonry for inlet or outlet connec- tions shall extend through the walls and beyond the outside sur- faces of the walls a sufficient distance to allow for connections, and masonry shall be carefully constructed around it so as to prevent leakage around its outer surfaces. e SECTION lV - BASE COURSE 4-01. Soil -Cement or Sarid-Bituminous Base Coursesi The compo- sition and constituents of tress base courses s all e under the design and construction supervision of a competent commercial engineering and testing laboratory, which shall have an Engineer registered in Florida as one of the responsible officials of the laboratory, Design mik and test results shall be submitted.,to the County Engineer prior to construction. Sufficient mixing shall bg performed to produce a homogeneous mix of uniform color, and a county engineering depart- ment inspector shall be called prior to conunericing mixing operations. Soil -cement and sand -bituminous base courses shall not be constructed until after subgrade construction has been completed as set forth in Paragraph 2-04, and required subgrade test results have been submitted in writing. 4,02. Limerock Base Course: Description: Limerock base course shall consist of limerock, deposited, spread, processed, and compacted on a previously prepared stabilized aggregate subgrade. Materials: Limerock shall consist of fossiliferious limestone of uniform quality, arid shall not contain hard or flinty pieces which will prevent attainment of a smooth pave- ment surface free from pits or pockets. The limerAk shall be obtained from pits from which all overburden has been removed previous to blasting. It shall show no tendency to airslake or undergo chemical change when exposed to the weather, and shall not contain -more than 3 percent of roots, leaf mold-, or other organic matter. The broken limerock shall conform to the following gradation: One hundred percent shall pass a 3 1/2 inch mesh sieve, and be uniformly graded down to dust. All fine material shall consist of the dust and fine particles of fracture. a, Limerock - the limerock furnished shall be one of the following types: 1• Type 1 Limerock: Composed of not less than 97 percent of carbonates of calcium and magnesium. 2. Type 2 Limerock: Composed of not less than 75 percent of carbonates of calcium and magnesium, and not more than 2 percent of oxides of iron and aluminum with any components, other than carbonates and oxides being silica. b•- Chemical Analysis - The chemical analysis of lime - rock shall consist of determining the silica insoluble, iron oxide, and alumina, by solution of a sample in hydrochloric acid, evar porating, dehydrating, re -dissolving the residue ,and neutralizing with ammonium hydroxide, filtering, washing and igniting the resi- due limerock. The difference between the percentage of insoluble matter and 100 percent is reported as carbonates of calcium and magnesium. C. Samplin•g and Testing - All samples of limerock shall be supplied by the Contractor at his expense; all tests necessary to determine the requirements specified herein will be ' performed under the supervision of the Engineer, without cost M. tv. the Contractor. All, materials' shall. be approved by the Engi- .., t'veer,,prior to the use in the work. The sources of the limerock shall be selected in advance of the time when the limerock will be required in the work, and samples of the size required shall be submitted to the Engineer not less than 15 days before such material is required for use in the work. Additional samples of limerock shall be furnished during construction as required by the Engineer. Field testing to determine if the density require- ments for the completed base course or courses are met as herein- after specified will be performed by the Engineer without cost to the Contractor. Unless otherwise directed by the Engineer, A.SiT.M. Serial Designation D-75-48 shall be used for sampling limerock. When deemed necessary, sampling of materials shall be observed'arid supervised by the Engineer. Equipment: All equipment, tools and machines used in the performance of the work covered by this section shall be subject to the approval of the Engineer, and shall be main- tained in satisfactory working condition at all times. a. Power Rollers'- Power rollers shall be self- propelled, three -wheel type, weighing riot less than 10 tons. The wheels shall be equipped with adjustable scrapers. b. Scarifiers - Scarifiers shall have two rows of teeth, with the teeth in each row no more than 8 inches apart. The rows shall be staggered so that the paths of the teeth will be not more than 4 inche,s apart. C. Blade Graders - Blade graders shall have a wheel base of riot less than 15 feet, a blade of not less than 10 feet, and shall be self-propelled. d. Sprinkling Equipment - Sprinkling equipment shall consist of tank trucks, pressure distributors, or.other equipment suitable for applying water uniformly and at controlled quantities to variable widths of, surface. e. Rubber -tired Rollers - Rubber -tired rollers shall consist o'f two axles on which are mounted not less than 9 pneumatic - tired wheels in such manner that the rear group of tires will not follow in the tracts of the forward group. The axles shall be mounted in a rigid frame provided with a loading platform or body suitable for ballast loading. The tires shall be uniformly inflated. The rollers shall be weighed as directed by, the Engi- neer. The tractor or other towing equipment shall also be pneu- matic -tired. El { - lJ r - t Maintenance: The completed base shall,be allowed to cure until the moisture content is acceptable to the•Engineer. Additional rolling with rubber tired rollers, or -other approved equipment, may be required during, the curing period. The base course shall be maintained in a condition satisfactory to the Engineer until the prime coat is applied. When the finished sur- face of the base course has become glazed so that the prime coat will not readily penetrate, prior to the applying the prime coat, the glaze shall be removed by power brooms or other' equipment, as directed by the Engineer. ' SECTION V - SURFACE COURSE AND PRIME COAT 5-01. Wearing Surface: Wearing surface shall consist of Type I Plant Mix Asphaltic concrete, no less than one inch (1") thick in any place. 5-02• Bituminous Prime Coat: Bituminous material for the prime coat s a 1 be applied � quantities of not less than 0.15 gallon nor more than 0.25 gallon per square yard of base course.The exact quantities which may be varied to suit field conditions will be determined by the Engineer. The bituminous material used for prime coat shall conform to the requirements of Seminole County and Federal Speci- fication R-`i'-143, Grade RT-2. The sulfonation index shall be determined in accordance with the ASSHO standard method T-�.108-44..` Application temperatures shall be as follows: RT-2--------- - 60 - 125 Degrees F. SECTION VI - MEASUREMENT AND PAYMENT f Payment will be made at the contract unit price•and will be full compensation for all material, equipment, labor and other necessary work to complete the installation in accordance with these specifications and the construction drawings or as directed by the Engineer. I DATE REVISIONS • r f IA GRADING F'A VI NG & DRAINAGE TECHNICAL SPEC1 FICA TION S Go'n'OVEVIEW VIL LAGS SEMI NO LE COUNTY FLORIDA CITY OF SANF0RD DATE SCALE -SIMMERSON AND ASSOCIATES r DESIGNED FILE NO. DRAWN CONSULTING ENGINEERS ch EQK D JJM MAITLAND, F L 0 R I D A APPR ED l r BY 6 I .,K&F-)l M5.7,72 51268- t worl-, .,under,; -this oprlon ng. a ,,44ry*:,to')eonstrL.lq, nE �ODeolf led. The, oewer s W , nes in, ELM tal items�, sue, ec S heeting, exc,�Iva 9 -tire sy':§tEims ;in sp, t :b��f :the cor, t Pe' d 'th p tin 2 2-'0 Re ties and b pq a e, Qont,r,,�c�tor a provide f aeil 1 -,nsibI6 for. -an hesUr� 4Ce Or buj�, in s' uric ergrw 9 'p. Etc IVI y th. the d -aug. o:�. any otlibr, 'con, ess t all olauins -the Owner hark -,,tga:Lns XL10- on Jpe; ell Uag- e ef -streets nd hl�hway:§ for, the Work:, 9' Q b, -aQ tot, s use 0 aws haUl L nalic 1he Co in ecEJVE vicie erect:arid,n f f th, ecl or,pro,tec ion,b e all nterc'ep't' reqts� 'igh ys f Ion ru t aric h and the saf'etfy,�6f the pubic. .1 1=�, wri1c E111TICKOUQ b d the public -rights -of -way, sM shall, e WOell SLInSe -bet t-arid �unrise C0Av4Gtoa, shall be 6- 1, da'magQ' result !rig f ailure -to m�et-'tI;e,8e ri��ctt.111'e- t Lure tile pl­ ts -and whdr`e. 6ondi tlq fulfill le requirewn s gs, req ;eseftce of a, #a. c aq y c 8 sh I", e W-MIS C I tot- wlth�'riclextr� tated" hex: i h6d tii, 0 t nif riurri dIS tVX'banc6, Of -The, 'Coll t I ige, is work to cause mi be rmaped cu, Id res isible,fdr pr vi -he pot 0 ding atic ve ii aeCess� to "III private during all stagQs,of istruci- ion.-, 'climiges or, iiudification t itios- : S, li;.,be: the of Of other dt h, to px�ovlde �,thd rid us Water, electile,axid t6lept, of cohtluuO �Qlle LltiliCieS'aIa Well as s a'a other ut'li't", -services, to all present custbmb. of. suchAlt ities, unless 1 11 Lrly 0 rup ion Of SLICh service,.'*, tho utility 9 iced idiii Qwibr foi- intei t all 4. , ight-oc-way anThe Con t Q hall cldtv ais' ti I* rk space,, Or .11 -to uate wo p it ewval. of trees,� and Q, inc, pei ne by -the Conti c or u along, or .-In the 1119 do t.' �b C -e ted 'gng neqr.�-­ ts C11I.L. this wor% s4rUbs ��sh4ll be Where the reirx) a es or ion wi ,Ldequte eare shll.ib6 taken in. -the of Qopei Y 11 be' tlt ey wi tre, Q's or. shi-ubs', if Ciesired by Eli. "Own 'in re the best shQwn on :the, Pl, s cco-rding to 2' 04; `th y Q`Con(ractor, s respo . 6int h ims el f ifo i()A bUt­it nsibilit' "'to Whee unc er W t9 avo:L con- ct8.wl exist oric,lit'on, it I (gxottrid d c 1 �Olila io effort 's roteot rld preserve them. h 'prope y Ie,�,(Irk4t rect lk, they g f�ecti at . el t 'eo Icing -to the. spedit Ut�oris -n -Qi:i t'�' :C, .-conf ' arice uicarcl prac ice or e suc LU,lC u h I Whde cbnf,1'j6 ts umavoiclable, every effort' shall, bo� aide. t Con$ hee W er e A erfet"ende as s, ible.'"w! th e s' vice, 'the ru I by st &cclvat ion:. av-4-tmion s macJe by,,ope- o thet-4 0, Uthoriz' d (a All exQ h A Cut unle is e -e shal ed not t , exi�avate,below the �- f idihed sQM* .by t he be,6xercis 0 et p cte -erial 18 encounteroc...,, ere this� cor t1ti "exc, rjrt wuql, I on, ed' tepth and this. space 6 !,ied,six,in S preva s excava:tiori be rl che " below the c nd, -loose ear t h,. - oi- 6 er suitable material, wd ooughly compQted,I h pipe bells shall �be harld, excavated -to, �nsure that':thd �ip­6� shall, fres for its Ah ent uj�)n t e bottQm'bf t torn inches of the tench shall "be (b) Fox rav" t -Ii the bo f6LLV ; xc avaIted bri' y,a 1 , ew y. sewel ines, e, 'Idet in advanci-Q, of ttie pipe by especially skilled-mea, the sewer. invert, as . i P�tra�ilel -to -the grade line of flec -­'Utying Gravity 'Sewer PipQ". c;u-Eh arlid' excavated,m44 - be depo.sited n ea L y at, the ides al sl -:4 areLt e-'"'Eh the 6.op' :L1. R selectQd al-i arate., Exca at, f �y d k6pt sep, V ion o 6 struct streets or alleys uslittle as on in such a mannei� as b '-qw'd 'I irQ s t ELk' ed e ble"' Pro L' , t , d. (d) Where requi red, in,ordQr to secure safe working conditions -for the in of bank to 't Ij acen t pi sthic,,Eures, workmerl to prevent .9 S Or 1nJ Ury pes oil sheeting of sufficient ize and -design shall be used by the, Contla ctor -to prov4d6 ditch I po'. In e.the Con'trautbi's liability to adequkitely protect idj acen t pi-opqrty owners -flom cUirtge caused by thip construotilon of these fabill' 2,06 Water' in� Excavat�on: Mt t e' shll hot be allowed in -the trenches s, ax6­. oing: laid.-, of fructern, e- - iment and adequate well point sysLm of pipe The �i7se if ire by the c ewa -Qq ans of dewlt(el-ing will, e permitted oTil I' tex-ing, will: be r, Othe! b Y of,'tile' E The Contractor shall not open Lip mol'e' trench thari the avil- rigil i s'a -6 able to d [able pLuliphig f �tilit e l The, hall 9sLaLe responsibility J Vfor. cLLsP9si6g- of all .-.water so as n6t toj-:. q'� or' in-691-fere- with the no drainge of trri in whic he, workin lines, being installed be t no,.case, , shall pipe used, as c4�aihs f I O�-, swh ktteir nd 'tW ends 6f,,,the pipe -shall . be kept propely and ac ately tequ, "hK �CQR,'St -ovied equip- )16(� -�6d d� VLIC !on by the use of, approved stoppus and not be', ulipx 1 Ll .A 11 pi,o.c, L ti6ps. sh�tll be,'t.0-,en to prevent. the entrance Of MUCI Snd) Ol' all 0 6 t heA, obstru�� ng ma L ter.9 in to pipe 1'1' n completion of the w6vk, any sup 11 cleaned out so that the e have t ines: nus t be eved the �pipe'l I .6 �:and driobst 'LICted. Sys ein wi I I Filling" ­pilpes iave been laid, test -the trp Af ter ed and appro ved, riches I 't e.L e. of clods, clwiips, sticks, fine, loose, se. ea ed ME' ials f re s on and T6rPip matter. This material shall be careftal -ides y deposited oil both s of the "italid th C)LIgIiIy,,tmjp6d and enough f 11 asbeen placed rThe remainder of .-the. f b Y6-the bell of t he. o A least one foot 0 pipe. I f nt erS MUS t - b -0 :f ill - �hon,, pe mac. e in one - 00 SLLfficie tamp e usect, C, 66ted before is ill' will"' be, thol-oUghly comp -e,,,pavement':�s to be i :�hall b placed in �Iqec B�i Over and�. pipe whel e thari� three inches. may be used,, if pproVed y :the. of renches have no f illed, 6l, ',if t been poperly and Woothed off with Suitable tatterial and -to th6"-ditch,shall, be rc-Eitwed -tire c 1,1 he,,sLLr" �.Lq( same cindition as existd, prl6i� 'to Iling, Under pipe, wh . be ith loo8e, cLry',% On. Ba�ldi y i, PthOl-OLI hly c acted. 9� amp WXMI DIS�I'RIBUI�ION SYUMI 2-08 "",Pipe fo --eope: The wQI� Under thi On illdlUcles s secti, '2 1 91ling all -01. Sc sR,1 t ie' 1 gl' zed Vi d"if c F�w qquipwri t and pe L -forming all work cessary to construct, nd place' 'ibution- e.... cou I dd�, S, st�em'iri opera y tfon. on p, �p rist ilon p: C, P. e b 6, Inkitieer pquire'.the Coritxct6r to. obtal'n,­fr"6w the.' ipe ma�luf d t. ure,rt t i of p 2-02.. ,Ins �AQn to, the ef f e6t. that'"the' Pipe -Supplied t' d at h�,qbat 4 'pep , A, the Ali Ln� the pi P9 -on waLe pipe h I be manuf Etc Wred 1ri (a) Duetil& Iron Pipe DLIC�tile it x h, ect,tb vis h a 116� Qx,"'Clel� ory" and alo, I;,befo �'is V 'be subi t t l� i §poctio t ipe the olpe shl I' be andrd A21,.51 foj�,..centr�ifugally cas D'. accordnce wi th USA St, t do no t cohf! im: to 4 ese sped� IQWQX-ed i4to'che: tt6neki to', beJaid, h s.eq, ;Lous as 0 1 t 'of i ha 42-10 met, f be "ll 16� . I . � D will be e''Opin, A f e. met6' ds' rejec to when" the Engineer' th OT IMLnufQ f, indicated on th wings or"in the ne - It pecif ied cla�ss shr be Class J50' th La t Ef --,,e he lr)�L'Eerials Lisbd are to produce or gualnte !TQn6 res t such minimum thieknesses as follows.- A] ziize' 'sha a16 0 pipe ipQ wn 11 411 0,2911 Wall lhickneE'�s 09; �Laying -,�v� I; s sh 11 be, I'aid de 61 f 0.31 Wall 'Ihickn6s' S .1, in -'beg b SCY."'Lb he pipe y g,sh L' -he ed: T Vvbq4 upgrade Inning 0 33" Wall Thi ckriess Cl in, �e n p1p6l Ub tKeme care sh'all be . eerqise� epi:1g, the oil ei aligr4nent d. 11 no caso.. -PP, Weworafter ,:In 'elevation,,. I I , , C, wl�lkod ther befol Pa Pipe shll be f urnished in lengths of 181 to .20' and Lu -aess othewise'�6�- 3uspensiol ,any, reason, su:L e-,ing E of dicicited, sh111be provided with a compi -ession'type slip joixit equal tQ.Fastite joint as tbl� and',,ap d shall' be�.p r-bc -in the"66d of:-t Lpe last laid to' pl;event.. any P� C? rMLnufactured by American. foi,(�igrl fira t ter en Wring the ithe pipe'lia's been 6, ntec. 1n- adtect t SdffiOient� b, b CIQCJL�tely pro 1,16..Pipe from Injury th standard thickness cQM on the in rlliShed w tit, I and - mo Verrferi t Ba app�lb, otis-of 'these,, spec n the:'out rit Ining shall with a bitUIrlinous seal coat and EL bituminous coating 6 s de.. Ceme rie, Xeqtive �.Yl h.� aid'shall be e(Mved and ly at any tii any Oe Upp 1. n, discova li 1, - of Ape -ly a' iked to .,In- COR t0rin t o USA Stalidt-d A21.4. The exte..�io shal I b c ear U p Sourld P­ip,e. On complbtIion, -shall �how full circle of light _sew dicate'the tutnufacturer, date of IMUILLfacttlre, pipe cla. �ivhen, lmped between -Uffioles,, C ined, (b) Cast It -on Fittings All fittings shall be eastjrQn,4 emen 2-10.. The Cq4tract,o use f lexible f tUr PO'LIPI in Lis iiianuf ac 'ed � .1. .. gS -d in ccordance wi th U.,�9. A. Standard A21JO-19Q4 tings bituminous coated manufacture , I �, . 1 7 * N. 0, Ocon 'a. C1 -oduc ts. Cb j by' the PQmon, o oy 0 Ay JP� ed with mechan orming to U.S�A. A921.11-1964; �Vi th plain h Vill, tf �Iillegeville, CIA th6' bq1l of. e i g je joints, in rubber transition gaskets. -type gaskets unle thbl-wise -apprbVed by -the Ene sealed with "Polyvinyl, Plus tosol ss,o ate. valves shall be i (c) Gate Valves. - All gr ron body bronze moUn Led, 2­11. Sewer, Manholes: I * , Ise �WJ es shall be fUViShed wi�th mechanica Joit (to th non--�rising stems. V.' LI, v uble d, L. su tabh for installa� *on id in accordance with U,�.A'.,'Standard A21.11'. Valves shall be 1. abe co'n'structed locations shown on plans 01, ZW apProxirm-Ltely Vertical position in buried pipe lines. S t c-in sea! stiall consist of 0--ring. directed by -the 'Engineer', Mahlioles �shall -be of the Size nd type inclicaL�,d on 'the plaxis, . -clockwise) 2` to Elie' left (counter nd shall be provided with SqUar6l Op Valves ' -Liction with working pre,�sure erating nut. sh heavycluty constl I (b) Excavatiqn shall be made in confol; nee wi th tile applicable sections r Of these specif ications. -.,chWiic4I joi s and Valves, shall consist of m� ht Outlet; 'Lid t ion hall be Class "B", s specified -in manhole co t a (Q) Collcret�!,:Lpec ns� I s -pecifWLtions, ot, gtit alves. ll conform to ll ipplicable E f v, "ili, Section I 'of, these speck icat'ions.- The, of the ir�intioles shaIlIbe­CQU$trLICted of, ''it f (hard) BrIcX, c6nIfovilng to, A,8.T.M. Spe6i Uesi&Ltiorl C-32, laid in full� beds rid joints of mortar.t The'rrortar shall-I.:6onsist of one Part c at lid two and., he sand alld'ceept conforming I'the specif ications covering concrete shall (e) Hydr,alits shall, donfoini to the a es!,'�e"ffitibh of. AWAYA, (�v-502 Nktnholes- hall, b I to leavo,� e( I' t smooth, . dense e.p as erec shown on -the plans., ad shll be furni th wrench nd othei 'LppLll' finish, completely watertight., At option o f for brick work i�htnufacLurer's Certification of ccxnpliance with AffiVA C-502 nd tests lisCed te!,ein ter'llig. I e i n r 8rick:-work shall be built my W �at,Ontecl M, tar," t be . equired. All hydranEs shall be of the beakable type, with the breakable ,section 'app true ,M;CI �;Yruw, tric with all COLU-SeS level.. Each cqdrse 8hall be, 1�iicl a�s a through course. . located at, the ground line. Hydrants, shall agree in hQse thread size with tli.Q,1�,e now ut ical joints Walls sh4ll' b" Whol e heades every s i �,ct. ll'co -so. Bed. j,�nc - I, vert use. in- the'pegerit water if applicable. Hydrants must have oil reservoir or, s * as r, c- ic I: an�d" , vertcal j 1 0 feom'the center nd h b hr icry device above, the water line to afford ILlbr:IIcation to all 'working'part s d f ul�l Of 11 i n .9': lial, 'Brick be shoved �Shlj be flstle in ch of the hydrant ea -time the hy�Lrant is operated. :1.7�ill (iidt taid) il a f Lai, b%t'bE'. Th'.L,8,' e -eiwa t iJin' t t and will be quil por,an t. Of' in', nee that wil I tend to ull Excess; ffat; tat-, Sha"ll not b e C p A' I hydrants must be provided with IlycLvarits shall be,of the ''0'' ring construction type, I "VatIve,'shll -om' the.coritiguous brick, Surfaces, -).rorize nozzles, with caps nd chains. The direction,of opening,of the rrk�n L dOnform to that of exis ting hydrants n -the system if applicable. oth6rwlse. tbW 91 vei�t,of the manhole shall'be formed Of I' �uld brick,to p'rovic e tu ants shall be be opened by, rning the opeluting nut counter�cloekwise. All hyc1r, smooth f xac ha of the sew�r which: lowing dhai 8 e 0 s nd 6 M /J shoe. Thpx �;ha�Ll Valve o�eriing, twb,2 1/2'' ho e nozzles) �one pumper nozzle more. t Hall one pipe ent.ers a im'triliole, var .2 ious,chann.61s'slittil beJolviOct -to provide an 't w drain 'valve"so located as to cWain all be 36" bLUY and ',ttt least one positive,ppelI4 i .,the i ve-t for each such,pipe.. n -ect iton of ­the. nd-en.tet-ing r-anch or- n Change i dii b water from the standpipe when the mall ang bslutely no water tha�. shall. h ve r�io cL4`Y of 'as adiL as the size Of -the ilianhole will a e --er -voir or other satisfactory device bove: the may frl�eze. flycll'arits must h4ve n oil res 'imi t wate line to afford lubj�lcation -to all working pa:rts of the hydrant each time the, hydrant is operated. 2-12. I�Ianhole,,,Sts�'Rs: All manholes with delpths, between 5j feet and, IQ feet in- (f) Thrust Blocks or Restraints - PQLI.1�ed -.in place, conoete thr�t8t blocks lusively., mea.�Lired fran the floor of th6A manhole to the top of the marillole 6ove shall PC) must be proVided ,it ll . ints of unbal;�nced prossure'wheve the pipe line Could Pull cC)ntain "alLIMinUM steps cast or - built in place stai-ting 2 feet fioid the loor t one foot 4ring areas as shown on th apart, Thust blocks shall'confoin to details, and irdnimum'be e ow,the top 'terraLriating 3 feet bel All manhol dxcawings, and shall bear against undisturbed Orl't-th. ddri tain any steps but a retrac table, ladder sllcill be furnishe'd'for access. 2-03. COrlS­tl"LIC*tiOn Methods;: All pipe fittings, valves and hydrants shall be 2-13. Manhole Frames and Covers: �Luihole fr,-une nd covex:, shall be Neenah R 1040 nd d and rdance with AWWA C-603, and City of Sanford with,a Type, D non-rockil"ig lid Of' apPrOVed e(Mal. Ilhe imaEe­we1ght of arid pprox cove required is 400 pouticls.. Qr K seamless 2-04. Se tubing for water services shall be type 2-14. PemL precast ak-triholbs shall conforni to, st, the irldidental 4 copper - water tubing suitable foi- direqt bury conforraLrig to AMM B88 with compression .requirements casPlace U1111110les, e.'g. . steps, iliverCsj etc. nd �tho* on Mtred ends for fittings nd�Unions. manhole structure and.111ftnUfacturo. shall conform to the. requ f the'State Mad'8 ecificatio p ris with -the exception: Type II Acid Service connections into 21' mains shall be tapped dil-eCtly or connected Registarit cerrLnt shall be used for sanitary sewer Construction. -,s. with double, strap saddle Service connections into 4'' maimg and large shall be corporation stops imLnUf, ctuved by Muelle or ppoved equal. Where indicated on the cLrawings oi- designated by the Engineer, ditch crossings shall be COnStrLICted as detailed on -the drawings. Ditch crossings sliall be so s,riot 'to interfere with the flow line -of the, dit"ch, nd also to provide adequate Support to the pipe line. Tests: All pipe work constructed under this contract shall be Subject to Visual inspection fC)V,faLIItS or defects and any deviations or onlissioris from� -the plans and specif ictions shall be. corected at once. All tests shall be made by the Contracto in -the presence of the,Engin(�er; The allowable limit of nfiltation for the sewer- system e 'trLink, n-tLin,o lateral, -shall 'nut exceed 10,000 gallons per 24 hours per mi'le of sewer for all sizes wheo the invor-L of the sewe is constructed beloW the usual 91 �ound water elevtion. All :epense of 'the above tests shall'be borne by the Conti -actor nd-be included in the unit -ice bid per, foot of pipe p-r WATER AND SEWER TECHNICAL SPECIFICAPONS VFVIEW VILLAI�31 SEMINOLE COUN T-Y ,D FL OR Cl TY OF S'A N DA SCALE. 'A i SIMMERSOIN AND S S 0 C AT... DESIGNED FILE NO. DRAWN CONSULTING E-NG114EERS ECKED MAITLAND,, FLORIDA 'ID ATE R E V I S 10 N S Y Ys 2'-1 V2' 4-9 10'- 7 1/2 , ` -2-9" w a MAX. ELEV OF PIPE NO PIPE UNDER I' 6" 6' 2' q" CJ � Q r C.I. FRAME COVER a - a PVM,T. 611 I I 5'--4DIA.TO 1 7 - 4" _ - �' - `-- C.I. FRAME a 41r2" �- `I� -- -I a COVER d 3 " �° r` 7 -4 DIAMETER TYP Ld ==� Ci +. �l I PIPE `• / \ _ q-! o -' a �I — -N 4 12 0. C. E. W. j ' ` I - 6 l- 6" S 6" I i I O d _ I 1 vh ;CD1 / SLOPE SAME GRADE AS PIPE #sHowN As a �� ,� I SHOWN A5 Y / 2'-a' 8' '-�/ " SECTION "A - A" 9 -I MIN. CROWN OF PIPE • `fl I PIPE UNDER PVM'T p + 1/2 " CHAMFER cD -N / �� Y -' o o ... —�— ;.v �`' CURB TO MATCH ADJOINING CURB SEC. `r ��'� SLOPE SAME GRADE A5 PIPE �4 - 12" 0, C., E.W. • ' -• j - - - 'Q —=�- NOTE: SECTION "A - A" - NO CURB a GUTTER WILL BE PAID FOR WITHIN THESE I.16'- 0' CHORD 4-0 -lbra FOR INLET NO. 6, ' .I' 4 1/2 LIMITS DWG. NO . 10 TYP. . NO CURB a GUTTER WILL BE PAID FOR WITHIN � ' • THESE LIMITS I I' -6 5-0" ;I_ = '- PLAN NO CURB a GUTTER WILL BE PAID FOR WITHIN THESE LIMITS - 4' - 11 3/8" Q 4' - I I v8" _ '` NOTE, J SLOPE SAME GRADE AS PIPE 2' 6" 4' q" 9" 10'-3" THI S DIMENSION SHALL -7- „ NO CURB a GUTTER WILL BE PAID FOR WITHIN -- SECTION "B - B" PLAN 4 SQ. CONC. POST RECESSED �=� • .'° SQ. GONC. POT BE15--11 3/8 FOR INLET PLAN 4' SQ. CONC POST RECESSED I-'�4 I - 4 THESE LIMITS RECESSED ,, 1- a4 r` ° t' a 9 - m 1 4' 9„ _� -,--. -- —_—�— :O .' 10 1 I I I I I I I I -� 1O - —ti' r.•. " — ,D '�--• • _ -}- � III 111191 I � PLAN _ - L_ w I 2 - Id- ' THROAT SHALL BE THROAT SHALL BE 6' ) "' ; > -N I_ _ _ v SECTION "X-X" 6" DEEP WITHIN z °lo THESE LIMITS DEEP WITHIN THESE LIMITS 4 I I+ ' SECTION "D D" 3/4" J6 ANCHOR BOLTS 3/4" ANCHOR BOLTS J—0 4 o v a o v o 4 I/2 " �_.•._ + l• Y P �2 -� ' NOrE ALL REINFORCING N0, 5© 12 0 C AND PLACED IN MIDDLE 0 16 --~ 3/4" 0 ANCHOR $ 6' `� 4 - 12 " 0 C., E W. SECTION "C - C" OF SLAB UNLESS OTHERWISE NOTED R\c gR�c SECTION "B B" % Oql 16 BOLTS o�P IE� N So 5EE A� 3 oc� TYPE D R CURB I�lLET or .APR\� y ��i o,� TYPE D L OPPOSITE HAND �' �/ p /� I ' •..° r' o'. cc ° ^7 ` �_ DROP CURB AS REQ'D. 8' 4'-0" �_ o p / • ` V NON SKID SURFACE 1/8 HIGH _ - -4 i Y _ .O r¢rmiirrrrrNrrirtrnrta 1- — I - 6 MIN RAO N j # 4 E.W. --f i (SIDE OF INLETS) I 4' 4 10" 0. C. AS SHOWN 1'- 11 7/8' 2' -0 " a r ?. s # 4 12 " O. C. PLAN BELOW TOP SLAB 2'- 9 PLAN BELOW TOP SLAB PLAN BELOW TOP SLAB CURB INLET - TYPE C'-L A A -►j _ CURB INLET- TYPE B TYPE C R OPPOSITE HAND FRAME a COVER L SECTION "A -A" CURB INLET TYPE A _ �- - o x U.S. FOUNDRY & MGF. CORP ILL - 6'-0' GENERAL NOTE: MANHOLE SIZE �- No.33-C j' x FRAME WT. 118" I I I'- 6' 6' 2 - 0' 6" I - 6 i LL CURB DROP M.H. DIA. P I PE D I A. 0 8" COVER WT 70` / 4'-0" DIA. BRICK I I 4 -1 4 SP AS SHOWN = = 4' - 0" 15 24 a 1, HOOKED INTO CURB , I 5'-0" 30"- 36 ` 5 =o z OR 6 0 DIA. 12" _ 2-6,!__�I w / / 6'-0" 42 48 / BRICK J / p 01 z \ 5 � 10" 0 C. N AorB a AorB p OAP i II _ Q• • �. a, .• _ °..r. t o�.� a o ., • ' 6'- 6" SQ. OR •-l'-0" DIA. TYPE A PLAN SPILL OVER INLET 3- 0" \ / 8' 6" SQ. OR 8- 0" DIA TYPE C END VIEW 0 � TYPICAL SECTION SHOWING WALL „ THICKNESS FOR MH DEPTHS OVER 12'-0" I� 6 Tj ,2 ' 10 3/4" R 3/4 "R PLAN BELOW' CORBELS TOP PLAN - - -b' . "' : P a �.' _ TOP PLAN. .� 0. o> 4d - N MHD MH Bac C d b 0,r M H A a C — # 6 6' U.0 E.W C.I. FRAME a COVER r - C I FRAME a COVER a ., o. . o • ��� .° ♦ ., •• f p.. y. �' b 4 0�` \V ^ I 3 0 J TYPE B # 6 - 6' 0. C., E W �/' \>00000 / 0 I/2 9' -f Y P E D \!^ - I' w '(DU P CONCRETE VALLEY GUTTER MIAMI TYPE CURB CURB a GUTTER a 6 v w w CEMENT PLASTER 2- O I/2 :N w F m N J w ac _ D z j m W 00 O= � 4' 0 " O _ 0" 2'- d' v In s VARIABLE 8 w u_ j w PLAN _ 5 STD. CaG � I. 6" N a w BRICK a -N ? � 1 C w ¢ p p N rn GROUT IN UNPAVED AREAS . I/2 CEMENT I I PLASTER IN- w I I �' - 0" DIA. :�. r o - +D cD SIDE a OUTSIDE > I i ;.. PAVING _ VARIABLE / I -- " Q wa 1' _ 9 " I \ GROUT _ 8 \ 8 o a / I. .{ CEMENT 2' - 0 I/2" SECTION C C" ` C PLASTER DETAIL of CURB TRANSITION AT INLET #4. 12" 0 C. / i 1 VARIABLE E.W. 24'- 0" -CONSTRUCT W 5/8" I w / �� 04, 12" 0 C. UNDISTURBED 10'- 0 10 - 0" I a IT c � 8" \ / 8 E.W. SOIL - 11 _I CARRIAGE BOLTS r • 0 ' . u_ p / 3 - 4" RED " '! SYMBOL DATE a o c • p 1' a' A ~� 1 4' X 4 POST -2 X 8 REFLECTORS REVISION } VA R I A B L E VILLAGE nCALE � NONE GROVEVIEW I-'"--4" BLACK STRIPESF+oHz. ON WHITE VERVSCALE UNDISTURBED SOIL °A;���.'$� Cl T Y ® F S AN FOR® I SECTION "A -A" SECTION SECTION " B - B" SECTION 'o �� I � \I 1 I DRAINAGE STRUCTURE DETAILS :_, - POST SET IN DESIGNED by N I—j i-I :_I CONCRETE I.T.F. MANHOLE TYPE A MANHOLE TYPE B a D MANHOLE TYPE C FRAME a COVER DRAWN c dmc - I ` CHECKED BY (GREATER THAN 4' IN DEPTH.) (TYPE B -4' OR LESS IN DEPTH) (SEE SECT. 'A -A" FOR BUTT SLAB DIM) ITF. STANDARD BARRICADE j r1 .- - APPROVED UY C.H.T DRAWING NO. U V - I I I SHEET 1,5 OF 17 4 ' I - , , • K CFt 11 L.15D /-/L °IL°ff• � , I I y FIN. GRADE C C c � � o w O N O � N rn O v , I g - ��� GRADE I• 7 v - o J-HAND EXCAVATION Jam_ I `• I_ ARIES I I VARIES i ELEVATION I I -� MAIN !f r_MAIN 2" Min. PLUG MAIN / 'W c 71 c v>r- W _ ° - -i �•— — S\_ _'D cc -- PLAN I , I TYPICAL ANCHORS FOR WATER MAINS Y / MAIN TYPICAL CUT -IN SLEEVE and FITTING DETAIL GRADE I i 3/4." CORPORAT- ION STOP TYPE K COPPER {� `�-SERVICE SADDLE WATER MAIN CORPORATION STOP TAP -IN DETAIL a 1� —_-L 0 AMAIN DETAIL FOR CONNECTION TO MAINS -TAPPED PLUG SIMILAR TO CLOW NATIONAL F-1380 ADJUSTABLE VALVE BOX TO BE QUOTED SEPARATELY a INSTALLED WITH EACH CONNECTION. TYPE B ED LEAD JOINTS GOOSENECK SIMILAR TO MUELLER H-1015Lqi " SERVICE - TYPE' A 24" 1 x 18" 1 x 13 1 CAST IRON METER BOX at GRADE GRADE -FIN. GRADE -- - - - ~;T - STD. FIRE HOSE CONNECTION i a CAP WITH CHAIN CLAMP FOR CHAIN /' IALVE BOX - CLOW ONAL N2 F 2450 2 GATE VALVE ENCASED 2" G. S. WATER LINE kPPROVED EQUAL IN LENGTH of 4 C.I. PIPE \ s llp� v `VALVE F /I -PLUG WITH 2" PIPE FLUSHING HYDRANT DETAIL GENERAL NOTES .HORIZONTAL PIPES MINIMUM BEARING DIMENSIONS REQUIRED. (VERTICAL PLANE) INCHES PIPE 900 BEND 450 BEND 221/20 BEND DEAD END W D W D W D W D DIAMETER 2 12 12 12 12 12 12 12 12 3° 12 12 12 12 12 12 12 12 4 12 16 12 12 12 12 12 --- 12- 6 15 27 15 15 12 12 15 21 8 18 39 18 21 15 15 18 28 10 24 39 18 33 15 21 18 43 12 24 63 21 39 18 24 -- - -24 _- - 39___. �s C 0' M�� - A = / ,o 2 Min. - i v � f 'f A � HAND EXCAVATION r• PLAN SECTION A -A TYPICAL ANCHOR for C. I. BENDS I. DETAILS SHOWN HEREON TO BE USED ONLY AS INDICATED ON GENERAL LAYOUT DWG. 2. FIRE HYDRANTS TO BE SIZED AS INDICATED ON GENERAL LAYOUT DWG, 3. APPROX. 11" of COVER REQUIRED OVER PIPE AT'METERS. 4. CONCRETE ANCHORS SHALL BEAR AGAINST FIRM UNDISTURBED EARTH OF TRENCH. 5. ANCHORS TO BE PLACED AT ALL POINTS OF UNBALANCED REACTION ON ALL BELL a SPIGOT PIPING ON WATER DISTRIBUTION SYSTEM WHERE LATERALS ARE LARGER THAN 2". 6. GATE VALVE EQUAL TO MUELLER DISC -SEAL DESIGN FOR HANDLING WATER. // I I r�l nor LINE fr c' �OT LINE NOTE: /.az CURB STOPS AND METERS TO BE SET. IN SINGLE BOX. 3/4" CURB STOP3/4 CURB STOPS I r-----.�_., ola" Min. BEND ( PAVEMENT H 1" TYPE "K" COPPER --- 1-1/411 SERVICE uj W 18 Min. BEND a —is MIN, BEND- ---� _.—_-_ I- I 41 C P STOP REPEAT NOTES ABOVE —.- WATER MAIN i t, cl J 1 MA4 MAX S I IN L E D O U B L E MAIN I T'---- LOT t, INi ' TYPI AL WATER SERVICE CONNECTIONS MAIN and FIRE HYDRANT - LOCATION FIRE HYDRAN f OR APPROVED EQUAL - FIRE HYDRANT, AMERICAN DARLING B-50-B (TWO PIECE) OR EQUAL 7 CU. FT OF POROUS n n FILL FOR DRAIN ^ OMIT GATE VALVE UNLESS INDICATED ON GENERAL • LAYOUT O m 1 - V ---- ---- --- i HAND EXCAVATION 1' - 9" Min. w FIR.E HYDRANT DETAIL z -- J � cr Ld O rr a TYPIC.41 nPT,411 S IA C J41,61 DE D SIMMERSON AND ASSOCIATES N.r,s, FILE NO. IN STREET R.O.W. PRAWN CONSULTING ENGINEERS I1U- ICI D.E.K. DWG. NO. cFICr ED MAITLAND, FLORIDA iGAPP ED OF17 DATE; REVISIONS BY 1 i I , I CEMENT PLASTER SAN. SEWER 6'-2" VARIE F o PLAN THREE PIPE DROP MANHOLE 0 PLAN 3'-0" 3' FRAME a SOLID KNOBBED COVER SIMILIAR fn , . PAVEMENT __-__-- O 0 D � OR EQUAL TO CLOW N°• 3240(SUBURBAN) N° 3220 (CITY). •^K "� J SUBURBAN STANDARD WEIGHING NOT LESS THAN 40OLBS. _• _ (�1 - II II SANITAR'f V CITY STANDARD WEIGHING NOT LESS THAN 540 LBS. SEWER LETTERING SAME ON BOTH STANDARDS. I — GROUT IN UNPAVED AREAS 2 - 0 a DIA. ' 4 IF MANHOLE FRAME & COVER --��� T Y P I C A L ----- - ,+ BRICK V. C. Vl_ J 1/2" CEMENT PLASTER � p • - D STANDARD I/8" BEND WITH 8 8„ BELL REMOVED 4 =0 NOTE LENGTH OF V. C. B.aS. TO DEPEND ON M.H. GROUT DROP PIPE TO BE ENCASED IN CONC. (SEE PLAN ABOVE.) CONC. TO BE INCLUDED IN UNIT,PRICE OF DROP INLET CONST. WHEN MANHOLE REACHES A DEPTH OF 10' THE WALL THICKNESS INCREASES TO 12". 00 L 4 0 &P 120. C. B.W. ' - SECT ON TYPICAL MANHOLE N1 W.—.— SECTION DROP MANHOLE DROP M.H. REQUIRED WHEN DISTANCE BETWEEN PIPE AND . M.H. INV. EXCEEDS 2 FT. 1\1=111- PLAN FOUR PIPE MANHOLE TYPE IISII TSIIs �il1=l��lkTAMPED EARTH MAX. WATER LEVEL UN JOINTS ARE COMPLETE INSPECTED. \\�\� o m CAPPED rf)i 4" 4„ a v) w I CONC. 0 TEE \ FINISHED GRADE LAY SERVICES TO PROP"�T" IF DIRECTED OTHERWISE STANDARD CAP AND• J011 6"Min. ALL AROUND PIPE NOTE LOCATION OF SERVICES SHALL BE DETERMINED IN THE FIELD. CONCRETE SHALL BE INCLUDED IN UNIT PRICE OF SERVICE CONNECTION SERVICE CONNECTION la" `NEDGE 21.x 6" BLOCK TIL 4ND TYPE II B & CII TYPICAL PIPE FOUNDATIONS 2% 6" BLOCKS _ PIPE OVER 2%8" STRINGER NAIL , T - - - ---- -- -_ -�T�- -- - 1 I I l I 1 I I A 2%3%8" WEDGE PLAN TYPE IISII FOUNDATION, „ LOT LIN 1 8" 8 12 Max. - . - —_ J. E rLOT LINE EQUAL If i EQUAL R/ W 1-4„V.C. SERVICE _. M. H. I _ 8 " V. C.—_— 4" V. G. SERVICE 4" V.C. SERVICE R / W EQUAL EQUAL LOT LINE f TYPICAL CONNECTION CAST IRON PIPE I NOTE ( I MINIMUM CLEAR COVER FOR REINFORING STEEL SHALL BE I" THROUGHOUT EXCEPT #4� BOTH OF FOOTING WHICH FACES SHALL BE 3 Min. COVER, 3-W 4 0 I, I FOOTINGS TO REST ON FIRM UNDISTURBED EARTH LU I Ht WEDGE CUT FROM ­ 2 x 611 FINISHED GRADE 111511 '111 lll�lll=III 111— Illy 111� /►) 0 O.D. 5 PIPE o CONC. S,� 6" .d. .4 CONCRETE INCASEMENT µOTE: FCC FIpL- TO 5E. USED FoR, ENusEl`IENj Min. "ANA " PIPE 3"x8"WEDGE 8" BLOCK 8" STRINGER L 2%8" PILE 10 SECTION TYPE C SECTION TYPE IISII 3" O.D. 3" PIPE SUPPORT Min. PIPE Min. # 3 0 TIES 12" O.C. I' 4794 st 2„ # 4 0 BOTH FACES ,V rG OIe�Q�i ���� �a TYPICAL DETAILS SEWER 3-# 40 GROVEVIEW VILLAGE --r �- L 0R I DA - SEMINOLE COUNTY, VARIES _-- j CITY OF S A , N FOR D DATE 'SCALE ELEVATION JbN•131 N J� DESK S D SIMMERSON AND ASSOCIATES FILE No. rnNgllt TING ENGINEERS GY *ICI a.. \N" WEDGE P\PE i 2"x 6„ c DIMENSION VARIES WITH PIPE SIZE. II II PIPE SUPPORT CHEC SD MAITLAND, FLORIDA vp1~ DATE REVISIONS BY APPMRQVED U 0MrF/0w 5trucfurI -• Pond with Skimmer K&E it 2155 7-72 51268. ' � 80 "� 24 "RC/0 — FG • �2.75 - ` - CITY LIMITS 50 = /5 ""RCP 58 57 56 55 54 5352 51 5C 41� 48 '1/ 4E 45 54 55 56 57 58 , ' -� �L. 9/. J35 57 56 54 ' k3N _I7"771 / �` \ (\ 124 RC ��, sdW o�°, o�' /��%/71r`/off /�® R/vV L 1 D p D +� L/� �// 2 Jrn, or SePdlnq HA I 4- - - - X1, 3 D/r-f Berm 37 : Recreation _ Araa I \/dries -- 5ee Plan berm Irl. 47.0Q le roI chain I - In l< FI--nGe 4 wl--1 - 5i-1e_ -C-t'ION `A -A" PO1.3D 35 CITY LIMITS CITY LIMITS TS / ' .' i, `• D �------�- � �y__.— _sue \ _ Ir I 7'`1 33 w 3 D 29 a� --- - -- - - --- � W- - -- - - --- - / I ® — ~lam '• Zj- It 21 01�'L� Lot 131 _ ��I -- - --- 19� " Co (SPEG L, 6 32 \ \ ,// / 0uTT!DESI , ,— 5/ Qr.�'1- ON 30;s,�; 3 112' 3611RCP �`- G\ '\ rp�, L I IM 14- WOO P I E lr G - �� I I / I II --� d J I D \ Y 10 STDbLIZFU SIJVGK&VE 1311,10 20'_ RCP 'RCP 280- 36 Cp ��� /�/ l I 1 �s` Rcp-0,\. Q,rD G U T S LIMITS O r _,.�._ L- s T PLQr 2i 7A I Ia5 OV E• WO LOW C-T. I ID ZI r U i /' I f2 /'�..I- — - /� � / ® \65 � 1 25\ 50 -T IN" CID l lN11\ In 4 0 15 Rp G O EWO D VE. x � \\-4;,c.Pti V e�1 C A 16 1 \ I III — �— �--- --- - ----- , \ - :• I a \_ `u ` la ` . `\ li � I` \`� `' -' / / < < � 1 � �/`'� 'J I 58 59 59 58 -`.% 56 56 5 \ FL CRIOA 10OW&R CO, EA SEMEN T I I 00 too' rLlvV '14` ET CITY LIMITS v� -- 59 60 61 b2 6``3 64 64 63 62 6/ 605958 1 57 56 .55 \ •=4 53 52 51 50 49 48 47 46 45 44 43 42 41 40 STORM8 SANITARY —MASTER V IJ L e E ® \ \ GROVEVIEW VILLAGE - —►— Sanitary' 5ewt?r \� SEMI11fOL_E COUNTY, !, FLORIDA CITY OF , ,�l �" � r rn �5 e-w e r- O o ,F Sur -i• a c �f F- I cow \ '- � DA tE �QH, 81 SCALE 11,=1001 Denotc-5 .DrqIncIigc Intel, SIMMERSON AND ASSOCIATES DESIGNED J A FILE NO. /7Z� r � /"-/t' !`., A/; f CONSULTING ENGINEERS DRAWN D WG. NO � Mni FLAND FI_0FtIDA CHECKED li n J��Jos�r, DATE REVISIONS ; BY D��l% I J K &F- 1 t a 'is 7-IZI' s126a. m� 1 ' City R¢cret9tlon Area • � 1 c/T Y L /M/ TS D V 1 \ co N. 58 59 57 56 55 54 Co- Wgler- CrY LIMITS 54 55 56 57 58 58 57 56 55 54 53 52 51 5C' 49,16 �1.' 4F ,q`> \ 0 Y� ON -�� CITY LIMITS ON I 17 _ �._ I ice' _ \ � •�=: � � I -j/�kC:F' 1) r GALE 2�� � ( \ H! ` . RAP G I 6° 49 _ CL 1 ` C=) ' 1= CV CZ _ LAKE MA?-,\f b; ID --- IK ,L. T IJ L� II i �, i z0a AS SH0li'!11\1 ��� 1=II I S 4 G K,4D = G 0 gl -ir urs_, LI Q I; S x' 9 ` 51 56 55 '54 5.3 52 51 50 DOT. 39.20 T I n l i I I I n it it 'r ,- Cl r Y L iMi rs 44 43 42 41 40 WA TER � DI S !RIB / I/ ON --- MA S T E R GROVFVIEW VILLAGE'' SEIV INOLE COUNTY,, FLORIDA CITY OF SANFORD DATE ll SCALE DESIIGNED SIMMERSON AND ASSOCIATES �,I=iOf J N. S FILE NO. DRAWJ G, CONSULTING ENGINEERS o v- 116 CHECKED DWG. NO. MAITLAND FLORIDA 7 �t'I� DA"! E R E V I .� I c'j N S APPROVED B Y S \) M 49 46 47 46 ,a .a i c I ,A � J a 1 ' _ rT { Itj � r X-1 4.6 _ i r �s _ t — i ( I t x , , 1 I 51 52 S 54 �. t 4 4 ( 4; 0 f IFt7r U::I f/ - --- - FEE] t I -.�- r i TECHNICAL SPEC IFICATIONS SQ,OPE: The work covered by these specifications shall ,consist of-T-urnishirig all labor, equipment, materials.and performing all operations in connection with the construction of the grading, paving and drainage in strict accordance with the specifications and the applicable drawings. SECTION I -.CLEARING AND GRUBBING 1-01.r Clearing: The surface of the ground for the entire area included w'� hin the street right-of-way and also on lots' winch have unsuitable material or on lots that are in low areas which require filling in order to meet F.H.A. requirements and as shown on the plans shall be completely cleared of all timber, brush, stumps, roots, grass, weeds, rubbish and all other obstruc- tions resting on or protruding through the surface. 1-02. Grubbing: In excavated area and under fills that are less than'3 fee- t in^height, all stumps and roots shall be removed to a depth of 2 feet 6 inches below the finished subgrade. Where fills exceeding 3 feet in height are made, stumps and roots shall be cut off within 1 foot of the ground, and in no case shall they be nearer than 2 feet 6 inches below tiie finished sub -grade. All depressions excavated below the original ground surface for or by the removal of stumps and roots, shall be refilled with suit- able'material and compacted to make the surface conform to the surrounding ground surface. 1-03. Disposal of Cleared and Grubbed Material.: All timber, logs, stumps, roots, brush, rotten wood and other refuse from the clearing and grubbing operations; shall be disposed of in a manner that will avoid all hazards,. such as damage to existing structures, construction in progress, trees.and vegetation. The Contractor shall be responsible for compliance with all Federal, State and local laws'. SECTION II - EXCAVATION AND EMBANKMENT 2-01. Classificat.ion:, Street excavation shall consist of the excavation and satisfactory disposal of all materials necessary for the construction of, the streets, except subsoil excavation when a separate. classification,and price for subsoil excavation is shown in the Proposal. 2-02. Street Excavation: While the excavation is being done and until the work is, finally accepted. the Contractor shall take the necessary steps to protect the work to prevent loss of material from the roadway due to the action of wind or water. During construction of the roadway and the roadbed shall be maintained in such condition that it will be well drained at all times. 2-03. Unsuitable Material: Where muck or other material which, inthe p ion of the Engineer, is suitable in its origi- nal position, occurs within the limits of the roadway or on building lots, the Contractor shall excavate such material and backfill with suitable material, which shall be shaped to conform to the cross -sections. ' Where such material is removed, the surface of the excavation area shall be compacted by rolling. with a cheeps - Foot roller exerting a compression of not less than 250 pounds per square inch on the tamper feet, for the full width of the area. Such rolling shall be done before any backfill is begun, and shall be continued until the roller feet do not penetrate the surface more than one inch. Such rolling shall not'be required where the remaining surface is below the normal water table and covered with water. 2-04. Subgrade: When the work under this contract includes the construction of a base or pavement course, the subgrade shall be constructed as hereinafter provided. The work shall consist of bringing the bottom of ex- cavations and top of embankments of the roadway between the outer limits of the paving or base course to a surface conforming to the grades, lines and cross -sections shown on plans, of uniform density, ready to receive the base or paving course. n All soft and yielding material and other portions of the subgrade which will not compact readily shall be removed and replaced with suitable material and the whole subgrade brought to line and grade and to a foundation of uniform compaction and supporting power. Where the subgrade surface is of a compacted nature as determined by the Engineer, it shall be plowed to a depth of riot less than 6 inches for the full width of the sub - grade. The loosed material shall then be spread and manipulated so as to bring all the material to a uniform density. All submerged stumps, roots or other perishable matter encountered in the preparation of the subgrade shall be removed to a depth of not less than 2 feet below subgrade. The top 10 inches of the subgrade, in both cut and fill section, shall be compacted to a density of riot :less than 95 percent of the maximum density as determined by the AASFIO Method `L'99. Where Sand M.t:uminous Road Mix Pavement, Soil Ce- ment Base or [,imer-ock St(:rbi lized (lase is to be constructed, any aggregate materials overlyirig the subgrade (bottom of proposed base or pavement) :shall be bladed aside in order to compact the subgrade. Unless the subgrade material at Hie time of compacting cont,a.ins sufficient moisture to permit proper compaction, it shall be moistened as necessary and then compacted. Subgrade material containing excess moisture: shall -be permitted to dry to the proper consistency before being compacted. The subgrade shall be shaLSed prior to making the density test. 'rile required density 0 shall be maintained until the base or pavement has been laid or until the aggregate materials for the base or pavement course have been spread, in place. 2-05. Disposal of Excavated Material: All suitable materials - resulting from the excavation shall be'used as far as practicable in the formation of the; embankments, subgrade, shoulders, etc., and at such other places as shown on the plans or directed by the Engineer. Unless otherwise shown on the plans, all suitable , surplus material shall be used in widening embankments uniformly, flattening embankment slopes, etc., as directed and no materials shall be wasted by the Contractor without the written permission of the Engineer and then only as directed,. Excavation muck or other material unsuitable for embankment construction shall be disposed of as shown on the plans or directed by .the.Engineer. Paving materials excavated in the removal of existing pavements, such as paving brick, asphalt block, concrete slab, limerock, sidewalk, curb and gutter, etc., shall be disposed of as directed by the Engineer. SECTION III - STORM SEWERS 3-01. Pipe Culverts: Pipe for culverts shall be concrete or corrugated metal pipe in accordance with the recommendations of the manufacturer and the Florida Department of Transportation.' 3-02. Corrugated Metal Pipe Culvert Pipe, Bituminous Coated: Bituminous-coarted, corrugated metal culvert pipe, shall conform to the requirements of ASSHO Standard Specifications M 36-47. The inside and outside surfaces of the corrugated metalpipe shall be completely coated with asphalt cement of a minimum thickness of 0.04 inch at the crest of the corrugations; and in addition thereto, the inside surface of ,the pipe for 1/4 of its circumference shall be paved with asphalt cement or reinforced asphalt cement in such manner that, when the pipe is laid, the segment of paving covering 1/4 of the circumference of the pipe will be centered in the bottom of the pipe. 3-03. Reinforced Concrete Storm Sewer Pipe: Reinforced concrete sewer pipe shall conform to ASTM Designation C76, latest revision, with "B" wall thickness. Class of pipe shall be in accordance with the designation on the drawings or the schedule shown in the Con- struction. Section of these plans or specifications. Where no class designation is given in either the plans or specifications, Class IV pipe shall be used. Pipe small be celarly marked to identify rrurnufactur.er and indicate date of manufacture and pipe class. Joints shall be of a type prepared for and utilizing -a continuous gasket made of special composition rubber of such size and cross-section as to completely fill the recess prepared fot it. Joints shall be in accordance -with ASTM Designation C443, latest revision or AWWA Specification C-302, and shall be of the 110" ring type. ' The pipe shall be inspected, tested and labeled by a competent Independent testing laboratory with copies of test reports being furnished to the Engineers in triplicate. The number of test specimens shall be the maximum number indicated by the ASTM Specification, The manufacturer's name shall be clearly shown on the pipe. 3-04. Installation of Pipe for Culverts: No pipe shall be laid except In the presence of an inspector. Each pipe will be carefully inspected by the inspector immediately before it is laid, and defective pipe wild. be rejected. The pipe shall be laid upgrade beginning at the lower end of the pipe line. The pipe lines shall be laid to the grades and alignment indi- cated on the drawings, or as directed by the Engineer. Proper facilities shall be provided for lowering section of pipe into trenches. 3-05, Drainage Structures: Ail materials shall be secured from approved sources. All metal castings shall conform with ASTM Standards. Excavation shall be made to the required depth and the base upon which the manhole or catch basin is to be construc- ted shall be compacted to a firm even surface. Cast,iron or other metal frames..sha11 be set on full mortar beds composed of one part Portland Cement and two parts of fine aggregate. Concrete slabs shall be separated from the remainder of the structure by four ply roofing paper separators at all points of contact. Sections of connecting pipe shall be incorporated into the construction and placed at the elevation, direction,,' and grade required. The inner ends of the pipe shall be flush with the inner faces of the walls. Inlet and outlet pipe shall be the size and kind and meet the same requirements as the pipe with which it is to be connected. Pipe placed in masonry for inlet or outlet connec- tions shall extend through the walls and beyond the outside sur- faces of the walls a sufficient distance to allow for connections, and masonry shall be carefully constructed around it so as to prevent leakage around its outer surfaces. • SECTION :V - BASE COURSE 4-01. Soil -Cement or Sand -Bituminous Base Courses: The compo- sition and constituents of these base courses sTi-all be under the design and construction supervision of a competent commercial engineering and testing laboratory, which shall have an Engineer registered in Florida as one of the responsible officials of the laboratory. Design mix and test results shall be submitted_ to the bounty Engineer prior to construction. Sufficient mixing shall bf! performed to produce a homogeneous mix of uniform color, and a county engineering depart- ment inspector shall be called prior to conimencing mixing operations. Soil cement and sand -bituminous base courses shall riot be constructed until after subgrade construction has been completed as set forth in Paragraph 2-04, and required subgrade test results have been submitted in writing. 4.02. Limerock Base Course,_: Descri2tion: Limerock base course shall consist of limerock, deposited, spread, processed, and compacted on a previously prepared stabilized aggregate subgrade. Materials: Limerock shall consist of fossiliferious limestone of uniform quality, and shall not contain hard or flinty pieces which will prevent attainment of a smooth pave- ment surface free from pits or pockets. The limerAk shall be obtained from pits from which all overburden has been removed previous to blasting. It shall show no tendency to airslake or'undergo chemical change when exposed to the weather, and shall not contain more than 3 percent of roots, leaf mold, or other organic matter. The broken limerocQhall conform to the following gradation: One hundred percent shall pass a 3 1/2 inch mash sieve, and be uniformly graded down to dust. All fine material shall consist of the dust and fine particles of fracture. a. Limerock - the limerock furnished shall be one of the following types: 1. Type 1 Limerock: Composed of not less than 97 percent of carbonates of calcium and magnesium. 2. Type 2 Limerock: Composed of not less than 75 percent of carbonates of calcium 'and magnesium, and not more than 2 percent of oxides of iron and aluminum with any components, other than carbonates and oxides being silica. b.• Chemical Analysis - The chemical analysis of lime- rock•shall consist of determining the silica insoluble, iron oxide, and alumina, by solution of a sample in hydrochloric acid, evar porating, dehydrating, re -dissolving the residue,and neutralizing with ammonium hydroxide, filtering, washing and igniting the resi- due limerock. The difference between the percentage of insoluble matter and 1.00 percent is reported as carbonates of calcium and magnesium, C. Samplin'g and Testing - All samples of limerock shall be supplied by the Contractor at his expense; all tests necessary to determine the requirements specified herein will be performed under the supervision of the Engineer, without cost to the Coritractar. All materials' shall. be approved by the Engi- r neer"f�Prior to the use in the'work. The sources of the limerock shall be selected in advance of the time when the limerock will be required in the work, and samples of the size required shall be submitted to the Engineer not less than 15 days before such material is required for use in the work. Additional samples of limerock shall be furnished during construction as required by the Engineer. Field testing to determine if the density require- ments for the completed base course or courses are met as herein- after specified will be performed by the Engineer without cost to the Contractor. Unless otherwise directed by the Engineer, A.SiT.M. Serial Designation D-75-48 shall be used for sampling ;Limerock. When deemod necessary, sampling of materials shall be observed and supervised by the Engineer. E ui rnent: All equipment, tools and machines used in the performance of the work covered by this section shall be subject to tyre approval of the Engineer, and shall be main- tained in satisfactory working condition at all times. a. Power Rollers - Power rollers shall be self- propelled, three -wheel type, weighing riot less than 10 tons, The wheels shall be equipped with adjustable scrapers. b. Scarifiers - Scarifiers shall have two rows of teeth, with the teeth in each row no more than 8 inches apart. The rows shall be staggered so that the paths of the teeth will be not more than 4 inches apart. C. Blade Graders - Blade graders shall have a wheel base of riot less than 15 feet, a blade of not less than 10 feet, and shall be self-propelled. d. Sprinkling Equipment - Sprink.ling equipment shall consist of tank trucks, pressure distributors, or oilier equipment suitable for applying water uniformly and at controlled quantities to variable widths of surface. e. Rubber -tired Rollers - Rubber -tired rollers shall consist of two axles on which are mounted not- less than 9 pneumatic - tired wheels in such manner that the rear group of tires will not follow in the tracts of the forward group. The axles shall be mounted in a rigid frame provided with a loading platform or body suitable for ballast loading. The tires shall be uniformly inflated. The rollers shall be weighed as directed by, the Engi- neer. The tractor or other towing equipment shall also be pneu- matic -tired. DATE • r, y , Maintenance: The completed base shall,be allowed to cure until the moisture content is acceptable to the,Engineer. Additional rolling with rubber tired rollers, or•other approved equipment, may be required during the curing period. The base ' course shall be maintained in a condition satisfactory to the Engineer until the prime coat is applied. When the finished sur- face of the base course has become glazed so that the prime coat will not readily penetrate, prior to the applying the prime coat, the glaze shall be removed by power brooms or other equipment, as directed by the Engineer. ` SECTION V - SURFACE COURSE AND PRIME COAT y. 5-01. Wearing Surface: Wearing surface shall consist of Type , I Plant Mix Asphaltic concrete, no less than one inch (1") thick in any place. 5-02. Bituminous Prime Coat: Bituminous material for the prime coat shall e app ied in quantities of not less than 0.15 gallon nor more than 0.25 gallon per square yard of base course. The° exact quantities which may be varied to suit field conditions will be determined by the Engineer. The bituminous material used for prime coat shall conform to the requirements of Seminole County and Federal Speci- fication R-T-143, Grade RT-2. The sulfonation index shall be determined in accordance with the ASSHO standard method T--108-44,. t{' Application temperatures shall be as follows: RT-2-------------------- 60 - 125 Degrees F. SECTION VI - MEASUREMENT AND PAYMENT Payment will be made at the contract unit price and will be full compensation for all material, equipment, labor and other necessary work to complete the installation in accordance with these specifications and the construction drawings or as directed by the Engineer. r N: C GRADING PA VI NG 8 DRAINAGE TECHNICAL SPECIFICATIONS... Go"NROVEV IEW VIL LAGE, SEMI NOLE -COUNTY FLORIDA..., C I T Y O F S._ A N F. 0 R D DATE SCALE SIMMERSON AND ASSOCIATES DESIGNED J IVI ) FILE NO DRAWN CONSULTING ENGINEERS V-.�$� GI GK D DWG ' NQ M MAIT'LAND', FLORIDA APPRO ED 0F REVISIONS BY �+ j , (1) , i""."';l',� _ rkp',�,i x 'l,""'i'71 1 �Iti ­J? "'. �0_7i!"I. -It � ,%,% � , 7 �11 :, , ,� � it 1� ­_." " , . , , ", , , . , I -1 . . 11 I - 1. � ­ I - . I I " ., I if I, _', ;, .: . 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I '. . � I ., I ,It . !t inspQ tioli to the,effect. ' - � - � ' .4, 1. ­ _ , 'I es ', f -� t- ' , , - liui�t , -.'otheVij idekal J tems: su�:h i � I I � . i ; � � T1 " , , , , � , �,i .,.. - " ,�,� iii `­ ". " , - '.. . � , :.,, 1, --;,! 1 7'. 11 -,'.,I- ".. : -.,- .", '. � l I I � I � tWit thd" ; i' -F ' I le'd � -�oi, t 6t'i-fia8 '..bee " ' ." tecL at I � � . - '1'..,- "�,;", " . 1;11, '11�i ,� ..,;, , ., 4 p:t . ,1 in ", s 9 � 11''. all, - . . � , I - . � , .1�1 , , , , ;_.. - , . ., ­­ � � � ­ I " . 11 - Irippe I ,� �_, ", � '. , -,�., , , ,��­ ., � ,. " , . , ... , , " � , , q ip:�Pe: jlilpp��. , . � -his .doriti I . '. ,J_, ", 11 1. I '�i'., - . �, I �, '.. ",.. 'X'. ; (i 1: I �� 1.�h ,I ., 1, . . . I., . . I I . . � - 1.11 I '' , I.— - � . � - - I �_, . �, �, i,:, ,`.:,� . .i, I , .1 11 �1.� '1Q111,11 11W I . 4_� si ew; t , z � i � I � . E n - I�Ltu�t-ilQ,, iron water pipe'� shall be.ManUfactured"in . , . 11, , I I I . �� � 't ,,,e,0,,,�,V,,4't' , ) k � I . , ': - - ., . , , I d ' a'. �� repair ,.-sup $ Q _4 i he p4ant and th,i I "; � �, ..", " '' � , ,* ,iv ', I ng " , 11. .. ��i�� , I, � . I I � Q ,,, , i 11 � 1� � s fiil. , � � i� glc QI " . I � ti� � , �; , , I , - emilt :-,�rep ' ­ It t ­ ' She, t�ng,': � � ' � _ , , � � ":;, ��;,�..� I , __ ._ , " " 11�1 ­ -, .1 1. 'I . t Li the pip F T , , f -th - ,I t- ''pipe, . I , I �;. ,�, , ­i ­1 i; I r;, ,t. � - :,�, ,.­',':J ,,,, I , , ,IV, ­';, i,- I � .1 .1 ,�'­;",� I ­ , . � . ,.:r,)L .,.11 , . I I, � I I I � . .1 �� I -1 . 1). - �. .- "; ,. � � - e rneets't6e� requ rement�'- o �Lca .ions -, s (a) � ,, 1 1 ',�:�': , �'i�" . , - � - ,,, , '­ _ �", � I - I . - . . � 1. , I 11 � ese Spec 11 - '' "�'. ­ 1. . I . � 'I. __ .1 ­ . 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"All I . 611 1 flicim6ss . � ­" � ,: ­. _ . -in; ( :, -�.,�:",­,-!",-�,­ ,., i� , " .., , I � I ; 'W'6"'Conti., - sh�d pi-ovi, Q.�, ac4ft1'0s-.`,'tn0 bO.:ge§ risi -f9r,th' . , ;. I - , 1 2-09.. Layi: ty Sew I pen I I - I I d' ia,s here Je,-- O , 31 " Wa I 'I, q ,� �� - , � 6 4' f, , � _ " . � . ,,,, . )";.", , 'k �. i " , �,,: ", , q Wr, � I , , pp bi� . . ": ., � , t ,� . ­. ., . _(i r .1 � �;�­ , � ., W . " """, �'j..­ ,�, ,,- -, � t., , . ... ­ :.111 ,. . 9 �! ng Gr,tvi �� " .., , , . � 7 11-1 I. I , �".. �; , , � ,;,. I. , , . � . _­ " I_ I It. .11, .11 - _1 .1 . , - I I � 1. . .. - � I e. � I I 1w, :� � 1,, . � I 1, 1, .. .J:. '' ". -f -, I 1. I 1,11 . 1. . j , , .,',, I -� . I � ,_1 i . .i.: I ., �­ . � , ., 1)I.­, �,. - . I I ., � ,� . � , '-- , - � ". � _.� , '; , ,1, . � -6 �� - . , it Q -Or - 2 - - i.,�­ .7 , , 1 _ . . . 11 .. � 'I'll .. . . _ , i,- , ,­ . , , , � - I � ,,,,,, ­1, ,, ", , , ..' 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I � , �agd'� t-',: -t'-.r(4nching, . --cl W,,Itering or� Lilly othei wi th the-,' . . M gr , . - . I I I 1 . e . ,.Q.;, , , ; , I .11 .1; I I � . I IiiI l ,,, - , - . _ � , . , -, ' , , . ' "I' "; . � . ; 11 . 11" , ,�40.yo.",Kilo.�g.l�t � t ll$. i. . . - Q . t . ­ , E �' . .. . � ,!. ' th'plpe 1�,ellEf up 'ade. Zx�­xeme, oare shall .'In keeping .the,'pIpe,,iu 6�46t � I I ,� - . 1. , I - . ` ` �­�,A �. I . " . I ,� - " . " � 1 , , I ". 11 .1 �.", 1"J" .;. - -. . . I � , 1_1 b' � I I I I . . . I � I '... � I I P;__ � 1, � I � �1. � , , 0 i'J, - I : , , , -" _ . �'', I 0 ,. , I 1. � , I 1,�� ,� 1:,_� - ,:, , , 1-6,.*1'-.,;,�, , -C, 4 m�,px"Qtb,c.t ,a -, eVy ,,tfie, Owne ! hari.TX, e�sS �ig4i s- ,,all. claims - ._,; 'O - on either before -or ' . . I . I I I , ... .!11, I , U , , , I � . . . I I after Pipe shall be fLU-nishad in lengths of 181 to .201 and unloss othewise in--� , , , . wi.."'.o- , � , , - I I '. ­ ­!, - . � I 1* I I ­ I . I pram t , rid, elevau;LOA. .LP no Case, 'shall. the pi i � � , �;Qyls xu,Q 4011 �p . �ad pbrs" e r n . , -, " � ,'�_ i Y � , - ` _T � . � � . ., . , ; i ­ a 19111TT--Int L , , ': ,,, I�, � , ,,�. I . , _ , ,� I . ..:�,,- """"; ­, �� " � . ., , i, , " - "t' -, "'i'. 1'�.:. " , 1. � I . I , , " ,* ,, :. , " - I ­ I pQ . o �,walked I I . ., _ I . T�r .� . � I I .11 � . I. '' I � � ,_Ii- I I � "I � ,;� _ ". - - '�, "', i - 1­ ­,�, I �� "�, r ;, I , . I I " i , , I I � � � . - 11 . I I 1, ) � , - * . , . 1, �­,- �,?"��",.� ­.. � . ­�.�. . � _, � :1 � , ,;, '. �, I .1 . ,. , I - . I . . ,: :��,, " , �� I'. � ''t � ,�,a ""; 'I, I I 611 " 4, �, " ��_�, , -,� '­ ,,,,, �,,. � , , , ,:, . �,, 1, EUT14ge, �, , ,,, -,, � . . I I _. _" ; - . . . � : - I any rpason ,. . I I :� - -, " 1, ,-��111�6illz � I I 1, tj ­L_ � ", " �,-. � -,, . ... . , . I " -cte,. riiig, sUSponSi , , - '* ­ . . * ,' . . I I I .1 f ,,� .., . I $ 40 -1 ;C . . _ . t�47jolrlt,sjiave been ma , DLL on .of -woIls au,aq �titlie for � ,,� i::��,i.--,��'�:',�,�."-':.,,,�'. ! "",­, o �It' , - ,'L I � i', , . . .. ­ I I . It _ I ,,�, -, I � I I . . I .� I 1, - . , ,L'Slillt- . -o' p joiint e(11.141�tO F � t"te joint as . ; , 1. ,"I" �,, � , , 1, ''I'll' I,� ". .1�,P�,',,�_� I , iv'., ,,;1"'!:i.�;1'._ , ", , I � I. ­ I P_ . I , ,, I . il . I . didz't,tect, shall be pi ". .1 -11.� �., I " ­ " - , "', _ . ". - , . . ,:. I 1, . 1, : . ­ . 11 �. , , , , I . I I 1. I., � . I _.� I . I I iii 0 I'! � �­�, I . � . � I � . . . ,�� . ", I I " ''.1, , , I . . , ', , , ��, �� ­ , ., _. - � I I I . 'ed'bY Afflel'i=l i I . ­, �, il� . , I -, ,6­ , I 1. . . I ble", , an-J[ , -o,�ect , , * , Ge, 'p.la6-,ed::�, - , nd 0i, -the, lipe,last' 'laid to proy6fi't'. any . � . , , � '� "; ""? _ ".'t .. .... . ,� , . �; ,;,W� � - , ��_' ,, " .; -, I , I 1. I I '. I � . � I I � - � .1. 1:, 11 1, 11� 11 � +.,. , ., . I 1 i" , ., I . 1. . ''I ­ I �11� . I . . :, tl-; �. a , " � 11 1,��:".,�;,, .,i , �',",' "..'.". I.. " ,�� , , , ,a t c .tppi shall in tile e I lMUlLlfRCtU1 4 1 1 , , , i, ;,, �,"'i. I I I I .1. I I I . I , �, �, ) ;4­,� � -'i,% . " - "/�!,.� "I" �i� . I � � I I i , ­ .1 '.' I .1 I I � � 1-1 0'. : I ,. ,:, ' - �, '' I - I g ,the lind.--'ame(114 e, after the pi has bee Join. QC , WK . I I , I �, ", 1i ,�, ""I., l � �` ". ','. � ".""It :."', it ;.1 �",�,,,!-�i�d',�i,!��,��(il�,�;6 ,.:','�'% � I ` " " t i `, - *, , , I . ­1i ,,, .�, ,r, , . � I' , t':;:- -,i i ',�- " L! " .'- � �, e '' u use o - �- ,r4 I fo'eign matter,,Qnterin A" , � . ,"� ,, �,,�! ,, , ; , ", , � I, t,� Id . , , " � I . . - . � oppor I 11. , , , , ,YI� 1. - , y'i I i ,,, ��. " ,�, t , I .1 s�t 1P � 1, " , - , :,�:��, 4, ,: , _, i 1111� , _Q6 , ., "Or , � I 11, Q- , " . di In- � _ � ", " - - '�` , "', 4 ,� ", ,,, *.�­,Jn�,,tti 6�ra6 Eol� '!Ei , � ` , , f, ,6, 66t6 and �Ighways; " -ifie,wo�,k�, Lo"-b ' . ". , 1� �" , , 1, � , � , �'. ",,�,L,, , " ' : � , , i - , , � , " ,'' �, � � .. - , ­ t I I I . � I ., I t� ,,, I . . I .; . I - . �! . 11 � - II . � I 1 I I , , - , "� , _ 01,111", O­.,al" ,1 ,,�Lty ­qtaw ,wc , I . , I . I ,� I I � . � I I . I I . I I . ,:, - �� %_ - ,, I , ,� , , � ­:"� � "' ,, ­ 'i , '_l_U4;lZ; -1�91. IL ....... , .:Sp66tect� suff , ` - to'ad�CiLlEbltf,'�y,pit- ran inj . I "L � - - . " � - - ic ien t ac�kf "ll sh ,, � ,V I . ,'.:�'! ,� ',,� � � ,:�:r,�,,2,il, , '' !11 ,I, � - , I ,,,., - a , "" f* " " " "IT, � laws , , , ,., � ,, . _ I � y "Ii"`_I�,i­� , , � ­­ ,� I , , I `­ -, �-` � '"',,., � . , ,�_,'..l I . , � , z . � pe � 4 . '4_;��,%�j,-;� , . � .1 I . , , - ' -1 . � , � , �� �, � ,,,�-1�! , I . i I . � I k I ), I t J u1Y - ,, -nished w th sLandard thickliess cemot, I- ning on the. inside , . � � ,,� . , ' '' "' ' " ", , -, ": ' , -1. I . I : I I � .- I .Pipe .Aiall be fui i � I � :"o�,� "'', � _�', )QqLr1.,qat, , p. a I b ail�,,,�6 �6t. O', � k'" wnp., ", 11 11 c9a, """ "� - . I . , , "I--- `:",i�. , ,,�,i,�,. � , , , . .1 , .) " �4,-! �_, t ",;,"I " C I locc . I ­� , , .;, , . , . I .. I 1� §1 , � . I ""I ­111 , - I I ,t_�. ", . , . 11 � � . I I i � I I I I ,,� , f'', �'.','A , ,�,-�, ­ '', , , - ,� . - , ��11 11 I -1 de I - �` � ere , _ , -- cc art- , -�, ­ I t" , .( an .I . . � I I I I . . � �' ,,-'-,I,. , , ,�,�. �,,�, ,,,,, , , - ,,� I ��,-"X,,,Og 'at , � "' , `� "rhy, - W "tractor �,s ,a- ,prQv:t , and li�i, il'6*i4 q �, e , ve , , . I ". , ,: lmad I . `., I . ., � I' I , Otis e_ U. , I I ha i ff tA , b" licticles , , I _ ,, C. . I . � , - c ..., , . I . , � , , �_ � 1:,.. P1. � 1, , ,,, I d-move -In la, 0 , . I � ,� . .111:1 i, %,­., I I I I .- ` -na. S , is gns OnL. al . . . I n ig '. I ­ � . It ­ - , I -o ec .. � I I I I . ; I ,- , "l. ,�,� �,� ­",e , , �, I I , . ­ �:, . 1i �,v 4- 4., '!.�,; _:, '. , , " , _ _ ,.,,, , ­ i� " . . ? I V. ,t. BackfIlling st 11 c ilf6fia to..applicable I sec t" ons, of . these specif i.Q'E t1l with a bituminous seal coat and a bituminous coating on the'outside. C�itealt li ii� shall .,,.� I ' - 1 , . , I :1 '' me � . I I I Otis. I 1, 1. "'I"..'' , ,� . . � - , � � . . , ' I I - , ,� ;� 111. 1-1 . . ,­ ��,l q , ". I I ".. 1. ­ . I- an''d , -1, " � " ,sr,or., , .r pi '. -y at an . any. cf�f 'whic!h h I'd . "I , .1 . ­""tL_'!� ' " _. , ",.,,��.,�,�, " '_ ;; ��,,��,,,,:�j.,��& �. � .. �.`;, - , "� �,.'.!, , [i ."­,:;�, �rz- � �, '), " ,,-, " ;.�,�--? �:''. - . , - '. 1. h'_:,� , " . , , ", :� ''. 'l , ", . �. I ,� , 'dig.,.'�� -, ''I . " , " ': �,,',.�,int.,b±c�Qptii(l'��s'tl,e'e't, , " . i3_g)w,jy§ E, ""' 't" " J-o4, of - the ; I , � : �_ q �sj_jp I - � 1,11­1 , 'i i , , L .. t 1� ­ . . __ i . . . I , , -1 , , 11 � _�,,,11;11_ �.,!,, " " I ,� � .1 Jl f, I I - I,\-- a en la ` 'shall be rew�ed atict I confoiin to USA Standa.rd 1121.4. The exterior of the pipe shall be clearly marked to in- I . � I , . , ,. �: -.1 I :;-I��­."'.- ,:�scj. ,, -Ot , 0, _ � ,,, q "W(W#3":-9'r,��0 *,.!xQt:LOn,, , �.. - %". 1. . � .1 . I I., I I ­ I � . - I. . I ,. . I I I I I � 1. I - '� I '_.�� ,�- . ,�.i.._ ,I. _� , ��Q:tl ,a4d:, Itho , f ety".". " ':th6'1fJu,14,1 _ _ ­`4 0 .br, �', , . '. 11 I; �'. �, -, � , ,;� ­��,ei , , - -, , ­'_� , b i ­ . , .,:_, Q . U h,:, d: bvei , yi� time, , : " , ','�.i` ­ 'ar . �� -11 , 1­1� " R I . � !­ . ­ � PQ � tse J . as be , I i *, � ... ."; � � .','-�', �,.; :. ­ , , - -,�, .1 . 11 -1 - , � , ,�i�Aii `641'1�i " " 3.4"Tch I`elri4olacll i I repiac"64 with sou.nct'pipb.. Oil colnpl ti , ., Sewer. .11ties shall show 4 full circle of light ,. ­ ­1 ,?�, " ., ". . .. I 11 I - - � �, � __�­­', ­ �Q I 1. . .1 . . I, I . I .e ion I I . I �Ir`� ., � _: ,.,.I. � - , I I 11 11 . . I . I dicate'the imuiufact.1.11'er, date of mahLlfaCLUTE), ,p1PG' class' and .weight,'; I - i:�: _�pu . �Iq, � . I � . �, I _. " 1�_, � �, . I . I I I i � I I I I � I . . I . . .1; 7,�`, 1 . I I I I I I I I I I I � I I I I � . � , . . I 11., _1. ,. , . , ampwso� tw ,bi ., - � :,When�:Iampa - , ­_' I � .� . . _. I.-, 11 ,.� i� . 11 . - - " I" .1, , �_ e, p �,Qvi, " '' tti,il '' " -, � h- �ff4ll .-- b6 , . . I .f � � , � �_,� ., i - � . . � , .. "I �. . .� -I i�r,;. "" _� .. t,,�,_'It­ 6F1.`tf � 11". i, .-'-, "", -. 7-.�.t_'If ';- ­�:.;­ .. I I ;�_ i- ­,'. i. 11 I '_1z �1. I ., I �,t �% " ." " * ­�.­- J, .1'_ 1%1'� I 't I :; - " , ,,� �,; ,� , ',�I� �, �. al�o 'adjacert 81 t`� 4 Y � :,91 a �_l � 6­�, , i , , , " ddo ,wi �Kb ip'iX�4c _ , ", , _ ,. I . , I_ �", 'I" " , , , - '' -, � ,". ,Q 0e, - ig, k'-S" �'. -, ,. , , �I_ .. : .- . is i I , - _. . 1. � . I . - I I ! . . I . � . i . _11,_ , � .I.. I � -1 , . I I , , It . - I . . I .,, �, - ", ­ . 1,i 1 - , .1 ''. , -,�__,. - " " , , 1 I,- " , V. , '. , , ,,, ', i, " ., # . I , . . , ,. I, . . . � . . . , , :�!. . . '"', , " , , _ , , , . , - , , , , I.. , 1, I . , , . � . � , , ,,, ""k, tjz) , - ; ��, 16 _:1 1. . - � I " ,% � ", S�:; �, I ­k' L I .� , . , d. between matiholes .� � . I I . , . _ "� �, " im ,. � ,-`I, ._ '. " . 11,-'. ": , ", _; 11� , - Wnilng, 1-h "I I �,,;. .. Q., _- , - 1, I= C 11-9 - - -i'�t� . � ___ " ,Q. , . 1, .t. - ... . .. '. I ��, I � I I I - I I 1. I .. . ­ , . � I . - I I _ I I , � .,� , J I I . . . . , ,,, I . �z-_ " 1­ ep .1 , .. �:. , "' , -1 11 _�. - ­ A . . .; . -1 ­ . ., I - I ... 91't �*: i=.S`,1;b61,twe n 'SUliset I " u6�I--Contt,W tor. s ,-i' . .be -- - , - � � I I I , " �, _1 � . . . , : _, , ��L ; !, ti _ :�!, "­ ..in,rise .1 - h 1 4:5�imrim; . I � . . . I I..,, I � . .1, 1, ,"-1 - , � , , - -;. ,'L,V,�, , ,, ,,�, 4 � ... . I., _ � " - .'_ ­ , � 1,I­ . I I . �_ 11 I n in I . I I 1',�'L. 1 "; , I -i "'. 6i�_. i - �, � _ -,L ,�. 1. a . I I -on �'ittings - All fitti gs shall be cast rit'vii, ed, , , , . � "� � . ". 'i . - ,� ; . , .." :;! 'ai, �. � ,. �, , . -;� . _ _.111.t�,,,!�.­. - _f .", I., I.. I , . I . - , ­.,�. �. , , I �.1,11 I'll. 11 i ., I � i 11 I I I I .. � 1. . � ,(b) Cast It . - .iron, cem I - , ,� . ,',�, 1­1 � I . � _ _ -1 I I , .,,,. ., �, I ' . � I � ' .�� �.' - - ' . ' , " L', ­­ I 11 � . a 't , L 1VOCI 'e-Lock" fle�xible_cduplipgs ,-is -tau c�tured - . bitUllLitious coated fflanUfaOtUre'd in ,accordance with U.S.A. Standard A21.10-19&1;., Attings . . I 1. � � � '-,Ii'�,%� aq. uix,po­ O�mee ­ 1 , . _ , - '.' ,,.�_,� , _Q I "'c alllU908., J m aiiy,tleg eo* 1'"' , t , , , : � ; . , �. . i" " . . �, %I"' � A " ''' -,ulting L.- T � , , -t46 , . � I - . - - ru . . � * I - -. or * , L - se, :requIre- , - 'I, , il . , . L ' - - - , " ; . . I " .� Ii,�� r;$Pp . � � v. IL -.* �;� " ;_ 'eEi f , , �_Ii ; -10, The QOntr'eto - sfi6ll ;.,Pe �11 I,, �:, 1 1 �_I,�­�­ ,�-` �, . ... ... - API _ e - I' - 2 . , _ I !,�- �:� l'. � .'i% � . ,� ., ,, ­ ,:, :., �!. - - ­ .". ,;L, '' � . , . . ,, I. � . ,­ I _ t" , i"'i 1111� I � % i.', D,fujfjll'_Eh, : ­ " ,� , , ', 1. .. , ��, 'i ,0 � � - � ­ . � . I 1 .9 . � I iufa .- I . , , %_1 , '. ­ ., . � ,, , � e I . 1. '. . ' , I ­ �, , .11 '. I .,�,l I .11 ,%, ,�, 11 I - ., I", �'., : 1, t,,% I "Ice, _Q_ ,a-, It -1 I : by ttie..,Pomna Terra- Ott, '_ '" f G " ns br6 N C 0 ­ ' � '. -nished with mechanical joint --19( , � , � - . I %� 7. . I , - wh -, - 'di., :tons.' re'cla"i rla�, ,�h6 pr`6§' 't"i f , watd 4tian�, -tl I Q ,equ ivrr,en ts . "a, Co � ", I - 1 � I I � !'men C S' anC' ­; � , ,� ,. 1. I . � - 1� . . C 1­ -, 0 , q ee b , . ., conge Clay Produc ts Coll of , , � - � L ",�, "i ."­ _�. - '-1 " 1, � 1�. I _'..� -, . 1;_,��% ' ' �, L'; �,�q�, con I , J " b --� ­ ' ;,, , " , , I I � I I I � � . . � I I � - I ­ I ,�� I - I I I shall be f ux �s Conforming to U.S.A.' A21.11 34, �vith plain . �.. ''. " , " " ­',., , '' , , , I ;.' '' -, S . I I I " � I . . .1 � � I . ,�: ,,� �_ , ;!-1, " � - ,-, i;11 , , - k, I . , . I '. _ il, , _ � -� .�,'i , �.� . - . , , o�,1�' ',-, l, ,,,� %i I .:i , , I,.. ` ,- - .11, *,� � �.; "I :, .ac � . � I I . ,� - I I 1 , , G1 " " lual in' t- e o trified el'iy., sewlar, pipe fiaving, -(h�-, jo nts,i - transition gaskiats. . ''. I � 11� - .'elxi ii,,­�;cpq-�. ' C6 �f` ­ ''tor with `46, P - , ! � , . , I , ;��s'ta�'ed k , i,�hd4: b��,,� . _,W, �­_� "', I ".. , �,�,� , T pit , "I ., X,w,nished ,.y I �4�q . n tv, ., i, q 00 t 1 I I ; ��qlleglavllle i or ec. I I I , 41" I . . - pl ,,- I I . . I - I � . "". ­ , ,;I',.- I _- ,� �, I - I I . � il . �*. I., I . , - . 11 ,� I I I I I . r ,:�� , , _ ­ I '� , I I , 9 ". " �,;,�,I,. , .., . _, .., . I .1's I , .1 , � � � ,� ) .'', . ; � I'Llbben " ''I , ; , , ,� * " -! .�' I .i%, , ,�,:. - ,., -�_ I - .: 14,V!- -� ." , I ­'. ­ ­. I ,_­ ,� I �. . I I '" , , I . i 11 � I �. . � � .1 :"'­�,�'��;� � �' '�� '' ' ' " ­�'� � ' - . ,-� " .. �, , � , � : I- i, '', , - .;' � . . I I , . �,�. � - I I , 1­1 1� ,�`, .1 . � -,�, � I _ ,. I ._L,t .. , � ,. . , ­ " , I 11 , .1. . � I ,�i ,: �:, I I % . _1 ., I' . . I ., '�_ -,. '�" - ­ .' -i' � , . , , , , 'i., l , I - I . ( rov . the Zigineer. , , "� , I I I . � - ­, ..:I. ,,,, � -,� , �., I 1�1 , , , ,z , , "." �, .:,, �, - ,,,­�._. ­,,� , , - . , , � -11 " type. gctske,ts un - 6therwise - " ,11)p ed by " �'��:� 1�11. ,� , ... " ,�..�. ,, ., ".',, , . , ill , ,�'.,,,_� , _,`,,.",:,*;, , 1 s�e, ed with "PolyvinyI,:PlAstQso I_. .� qVI­ :­ _ _ i , . I _�, 11 . �. 1. �, "I . - I - , " . ''?,. 1 .111" 1. , , ��.�,4,.;, I I .1� , , ill , , I I 'WS6�� tiah ." � 11 I � . , - . , ". . .. , _� .5. '1­ , - I � ,- , I .. . � "�I,I�_"­It� "" 1­,,;L'. I", , ";. t � , ,,,I,:�'': � ,',, �, � , ­� �': I,".: �:" . �:_' iol:icoii�:it4�-tbf- � �ha I ­64.ang6- ps ': tb­.C1 � � 4,b4hC6 �of " . , . . I 1. : . . , I , I "(4, e, , , " ,-,.;'� , 11 ,�, ''., � ," , l� �, ; ", t.r,'�,, , " # "'�L!,.�:" ,,,'��",-,I.!'l " " ,less . "I �, 1 ": , �, 0��,�,­ "n I 1�(��,k imLim dis t u, 11 - I I � � . I , I , " �;. , � , .1 �1, , I 11',., I- , � ,�, . " , " , ,; , - f. 4_ , .1 . I I I , " , � .'' . , . ­ li_,I­ � , (. : ��t­ ",­, ,�,�., -d! , 6'', , , . ,;�, ,..,Iif,i;-�. .", ,, , � I- '-1:4". 1 ,�, , ,,,, 11 � .. I 11 . 'I- � . � I . I L "I, I . I . . F_ . !, - .`L�,' _"�'� , ' ' � , , I � , � , I , . ... I � .. I I . I . I , � "! Li' �:�'! �!, anc . -or .iprovid,i�g'_* * '. � .. . I . I ' ' .. I � . I � � 1 1, _.,! I ,�t I 11 I—., I 1. � I � . . .. , , , " � � ��, I "': , " ­ 1. f". , I . I . .,--��, �'o-`,�11 __1 , , I ", - , , �'; " � , ", , ,,, , ; 1 � , L',�, I I . . I I I "I. . I . � . . . I ith non-ris alves shall . be f urnished \vi.th mechanical jollit ends � �, . " . . ' ­ " . . 1, ,,'" - , ,tj��' , ,,,�l I "; -a d; �V'1410,4 ", �. '' llp�"c W1 , � I fi�, I 1 2-11 -, Sewer Maoh0lejs: I � . - i�� t" , 0%1 , , '" q, � e, c , respbasible I , "J., � �, 14,L �� I �,i:L�i, ­ � , ,!) .,'� I _.,�. �,V.dbz , , '&' I t, '.1 ­` - " 4tr I ar t ., �` t h I I � ""� , %', ;V;� , ',�_ ..� I, * . i ;��, ,�-,,7�_,!""'�,� L,:I_ '' " ;K . (C) Gate Valve,,;;. - All Late valves shal r ouz,emou(ited, , , "' ,� " : .., , , , , , .� I , � � 4) ., - - , " �;, , ': ;, , J. I , , ,,�6(1q, ,.� ,,i� I _ , . i , I � � � ,� , , ". L � ' " * ,'. , , , , ;�� � - � , , . � �, , " "'. " , 1 4, . , , 11 ., :" , 'i _ -"'t��I,,::� ,, , I I " ., ­�L.I'I`i I � . , , , � , , � of L: . � . ; - I I . I - 11 � 'iW ,� L op;�.rls",�0,',��rt,C-QeE;S''�"1:0 11�1 pu lfd.;and priva e prQ'1_',qI. tieg cl�iring-,4ll, stages L � � .,� I I .� � � . L I . '-, " , 1� . , �;��,�:.",�� � , , " �. . , "" .. I -li A t-, , _1", �_ , � , "i"'', 11 . I - ... I . . I I . . .double disc wl , ing stems. , V,. � I , �: J� , .� , , j,:�, � . I I I � I I . I ;�, ...... .5 ,,,� I ". " ... ,., �... �, -1 ,.",_ _ _­ I ­ . 11� , . ­ L . I . I . , - 1, " r � �'..!­ 7�,�;,i;,, ,._" , "O, �­. , �' I � . ­� I � _ ,, '. 'i , I "', I I " I I I I ! I � I . I . . I in e with U..S..A. Standard,.A21.1' . Valves shall be''SUititble fo v: iris tallat ion ill . I � ,� ..: ­ �1! I , I; , , " il,� .1. �; �,,, , ! .. , ,:" ','�, '. .1 � - . L �, � I I I I acc6rdanc 1, ., " ., . ,� . - : i., - 1. ., ", . 1­1 1,_,,'�� . I . I I , . ; I . � � I I I . I . , ", ­ _ _ .. � I il,e: I rej?41��S ') - �� CrlcV�glaP OrAIX i ", � I I : � I I ,. I . I ' I , � :, , ''., ""­�­,,, .1 1;: , �,, -­­� ' � I I '. I ic d at-' locati w lahs oil. as . I ,iod pipe i1ines. , StEm sea! -sha - consist of, O-ring! I �-­ , ", � �, 11, w . C.1pprOx .1. - . . � � , I .. , ., ­%�;, � , ,;,- "-t ti., "i'l,'".6", , , '' ., ,,,.;,, - ..61: 1, 1, ,. ' � I l. �: ' ' . I I 1 I I . ! itrlately,yertical position �11 but . ll I �,,�,�,,, I .. '?, :`,,*'J,,'­Of i�&, " , - - - , - I . I ,. _� I . . I L f I , , � "' On XQ ' "' : � (a) , NIanholes shall be, constrL te . - i ,�� Irl _. I ��'. . ,� i ' .,-, ,1,1� _1 � . .1 I"i . 11 ^1 "" I " �'� L Q9 't, , i , ' - - ' - 1, f, . ��, ,11�,* rLIG, ruc - cu r icatiob` 1, ,,, - ­ " l, ., ,,, � ` I , i�� - � _10",� "',mo4oad , tbo,;. dons L b , , '" " " t , " Al I , * , ,� I III � ,� " � , '. I . � � -.,, " - � -, - .. t, - , � _ - .- ,-r, _., '' � , . , . . I , � � � . , ,, ,.. � � " .", - � , . I �_ . P . I 1� 11�', ­, , - I . - I , ; , I � - t. I ­ I I . . I I I— I ­ .. ., ,�_ ;, I L' , . , , i , , - I . . � I .1 " ii-6etpci by the Engineer— I . ,uiS) . "All valve�g'shall be.operlI to the left . . . -'il -_1 .�, 1_�'1_11 , 11111", ,,,�­,i� �:� . :�_. � i , . ... ? LIi _�, . _ � ? 11 -1 .1 I I _4I, r ,.� e - I ., Oles �shall ,be of e ` i I . . I ,� ! " �, .. , . . I Y ' -, ' : , ,�� �, ,,, , . " , !I -`tie� I ,.s 1411-. he"thd respo�Z beiltil. -C6iicf-itb'tp­r��,W f)�",oyic e .� o 'th'' - � jNli�"'­ I I ,,, -*�, . I ­�!�: , . � 'J­_I,il� ,­,,­,- .1, � I - Z. ,­q, � i 7� , . � I . � � "L! � I.' 1. . '. ; I . .. th i s* !4e w d type inctica.,qd, ori . the pl, - ' . , .., � _ ; , , - ,_. , �, �.,% 'I" , �X, 4 1 �. ��o �,* Eh6' , I I 01i I I . I � - k ise) and shall. be pi-ovided with'a 2" ''. �'. ". , 1, I , ".I ,... , � I - 1. I ­ % I " 1. r_ � . . ­ 4 . . (COUnte.1-CIOC Wi , -� 1� ,I, I , I 1� I - ­', � I I I I , " -..'� '. � ., �, , x � I I IWOLL - w�L er, , e O 'r - ,� , I I . . . I 1, I , , �, 'i �,,�,.,. , I I ,F �:,:: ,i� , 1 4, , . . . . . I I 11 . . � , I'. ;1, - I " , 1. , , . . �., I :, Imaid t, , � t' :I, ct, iq as � well ,,is sewage.and' '., �- I . . . . ­ � . I I I ., 11 . : " I IL. " ��-,.��; � "I:]:- _­ 1� telutilw_"�':df _q�r 5 � - alict t4ldpbQ116, u t 11 1 t 11 , I I . :�_, I . : . , , 1* � . I .i, �_ _7 .. I I , I L . . 1, I ­ . . , , . I - .1 - . I I . . I . I SCILI � e all be of heavy duty construction with working presSLLVe ­ .1. , _ V. I...-_ , - .',�, .. . . t - � ,- ,;, �. 'i, I .... ", - _; , ". It I , I ­ , �e; L 1, . . % I . 1. . . . I . �. . . I . I I - - I 1�.. ,,, � , - - -� in , .. . I � . ,. -A,-, - , �' , Z,�'_ I I , ­ - '� , , , on shall be illacte 'in conf6rrm' with the' applicable sec'tions , � ,rating of 15Q PSI i I . I "�., I.- I ,,, ll 11 , . . I � I . ar operat: I , . 1, I I - - VICQ to ,all presen t o,uS bmbr�§�'o.��,: sl� I ­ Un ., s , appro, V, aY i . I I �'. '. � , h � - ili t y - s ell leq 1. . : ��, 6_ ; _ I : " , j�' 2­z. i " � . S:, I . t lch"AltA t �1 I I -, , ­', ,­1 . leS, . , , . - I ­'. ­.� ..�_ ,"I 11 I li� 9' i �, ,��' - , ", � ` , '' -, , h - , , .,t "'. � '' ,., - ,�! , ,. �!_� � � " ; "' .11 1:, . I vati' , Tg-e,,, , I . . , I- . it,- I., � � - I co,� i � � I . I 1 I � I I , 1" 1 ,� �, - .�.4, . �.:, �., ., 1, -:,--.I .,witit, apwiy..� Q , ,�pAw-._fo -qq-t - '.1 I -, . . I I . 1, ; : . .11 . I", � , I . . r" I I '"'!" . � "' L .1 . ,v " . ', I- ­.. � , . " , I I - .­., � " . . ii" I �.�`i' L". Z' . _ ., , I .� . I 1-11, . ­ �� . � -1 I I I . - �- "' ` '' ­: , . , - �, , �". , , , inK 1S,.SQCUreC1Jr(?U,J.,t �e Utilky�,pQ - ..r G J­ , , � )�, �n t, -Uption'. Of Such S.0 T t vi_� - ",' I -cifications. . _. . . I . I � I I . --t;": - , I ­. ­" - 1_1�­ , . _.i ... . ... 1". - 4 _� I I I I � I .. : I of those spc � .1 '. . . . . � . � , ', I - I � � , -.1 - ,... ." � I , - I . L � , :,, ­", , " � ": " . ,�� -, , - - , I : , '. �., 11 - 1. . ­ .. - ,.. � -­ , �� . , . , , ,:., '! , '. . � I , , . I , - , 1 , � . . L � 11 . . . . . 1, � , ,0,1 ,. � � '' ­ ;', �, . ., I . I � I ., '', �­,.,­� * I .� I , .T,�,;��:�,,��:--*,,­,,'. �.: -. � ;:.; � ­.:, ­ . , , , I I � . I '' '' , , �, 'i , ,.,.. , ': ­ . . � - I" _.L: . �- .1, I � . 11 . I . I L . I I ­ I . I �;, 1.,. � j,. ,� , a''.. , :� I .�, � L." ..". ". , ,I �, . � , .1 . .:, . � ,� . ", I . � I �, , ,� I � . I . � �& 1 1 - .. " - , , . " , , tv", r,� I I � � I - � ,�;., : I I I , . I . � I I I � : : �-�� . . I . . � I ' ' . I . I , , I . , . I . It ,�. ­ , , , , ,e .1111: - ", �- " I I ., . I lab' e ,speci l I ''I ., .. 11, ­ � . .. I I., � I ,� I r . -1 , , - - ..1. � I , . ,.. - ­ I'll I .1 , li - as specified � ,,Lrid the valve shall confoi.m to al. 'Ipplic f icati I _1 I ' . I � alves shall consist of a mechanical joint Outlet; " - ' � . - . I . I iing Sieves and V, I _ ". ... , � - '. 1 I .. ­ 'i , � ,. �. : I . . l ­ . � Z, I . `ti�." ".1 �-i ,,, _11 ­ I I . � . - , I !, I � I �. . . . I I . " . �_: � : �. � " �., I ", ',:,.,', , -, I , I , , . I . � 1, Tapp: I 1�' , ;­, ,,� I,— �1. ", �, - 3 i i i - ' 'W 'ri - _"1;'.`Ih6 '' ti,l,'�to -0�%';sbl - ' . I . . (6) Con L " , I ,� ", - , i '', �� ,:. - ""_ , , (d) . - O.- -, - ­�,,­ , , :_ , , , , - -�':,­ P:ti l,imnary Q, - t 1Q6 " all� � 447of --�V�W = e, ­ , . I 0 Q, Used - Ili rigitihol , ,-._`:,-,_�',', ., , ", , ":,� - - , � , - ": �' � - , '� ,',-, - - - -: i ,,� . . I e COn$trL1dti(,)Xl shall be Class "B", , I �­ , I I :Ir' I I . . , " 2,,,013 � �, C tal' 6164rl' ! 1, . �., I . . ,!J",_ �, . " pt I rem�.V, 11�. ,�; �-, ": ,��, I �1.1 11 � - . . . I 11 _ I I , �1'1, _01. t' , ''! t , "I "' � I .1 I � I � I 11 I . C) I I ­ I '. , I 1­1 I I � 4 I a - ,-� a - � ! - . I � . . . . I . � i , , 11:�,, - - i I . ", g Cl s e Or,, I I r 11.11 , �4 �, ��, I" . 1. . � - 11 1. � ions. � I I I I . I . - . , , . ,,IIt­,­,­­'. I . I I �.I,� ., , : � _ . 1. I I ` ­ 44', -, _,.,,.1­.­T1 " ' ": " , ��' � � 1. . � I . 111. i , 1, , _ ­c'.-_�`, '­ , I " , It � �:,i- , - .. 'M _ ,�M* ", '. pi T i " ",:W PrOVALLO( I `ixi Sec-�ion'l of the --specificai ' , I -- , "'. , ,';�'F, ,.L1QtJp � ,,, vie "' �40610n-b wbi,k space; ,'' 1,4 , ­ .k­ -i''. �, " . .. _ . ___ _ , ­1 � , I . . . I "i, � . I , L, " i , 1* , �� � ". 1� i ..' 114, . " , , ,,I ". , I , . ,� t � �­ - � . ,;, ()b , Lp�, " 'ad(�tt6a'te, _ , ,0:, ,;_,,� �O4 I , , 1� L , I I � I . 11 11 ­ 11 .�ah , . g;e I., I- .1 I . .. . . I I ­:�­n,,�;., ''. , � - ' ' ' " ' " � �­` * bt�orbQ,ii I I - . �, . , , . ­ '. I I .. . I I ;1 ,� n � i­ �i, ,,,, ��, ." _', - - ". ,- - I �lds�,., 1;: �', �" I �� � , I . I' . ,. , 4,.,�,,;:�,* �,,.,, .i,'�,�",--J461 ,�tk4s,` �,To�r I hub. val ­oT , tre68:1 I d,, , ,. I .. I � , f , � , t ,q,;.be,nQfiJn�rks,,'4qd .,b,,,i t , _ , , ­ . � . . ; 11, ',,�-,�':i.;,'�_­�,� �t , ;j , ,,,,�,� , , , , �, -'.-, _�L . ',�4'�'-., , tf,"IT, �­ ",4(�.,,I�,.��,$.49(,""-,gr"�,:Lp�, I.,',, - I., .. ­ ", . , - � ­ 11 I I I . . I . I' � -, � I LI�, -11,11­­­ I ...... _�, " . � 11 ,11i�'. I _.jL, ,,,;,, , � . , " I - � A— I " I 11, �' , �­. , 4, '' ,�,.c ­ ' - . , . , I . ) . I., I . . ,:'. "41 I- �, ., -­ , �p ,� � I � � �� ,­ � .,� , � il, . , � I ­ " .. I .. . I . I I . . � � 11 � I 'i ,) ,, � I 1'.I­ , J � " I I I � -i ., I . 11 '­�.I�, � , me - le - i� a Q,g, r : in � �, . I , , , t:`,�'? ,�, ", " .,� .j,�';II" !L,- `',q, ­�.I­,,.A,� '.I,.,,, . I., I , `­­ . I I . I I I � I 1 , . I t;",�� ­ I , , , I , , '' ;dij�eC - IS, , 1 , .,.: " I q 2: 1 .7'. �� . . 1., . : I 11 . � I I � . L � I ,. 1, . . ''I .1 I � . I . I - � . , , I . . . . I I I I I I" - t�l . I . '. - _LQ4 � . I . I , I I I . . � �i . . I � '.. I ­. % , "" , .11, , �_ - 1.11, _,f, � IN, I � � � , ­­;, t ,,,, L� . I ­ I , . .. �� I. I d) Bricl�,, confoxnang to A, S. T s, . Seilial Designation C-32,. laid, ill . I I , � . *, .-, ,�� �:",�� !,;"��,� . .1 , , , i - . , Ttii 440.�' " _�_ 11 oe, cons truQted ol"Graclo, "fill ' , . I 1 I , Trx "O - the r it *m-, f � - cto'i�e y .1 * - ,j*i­ i''I 'it.. �14 '. i.' , . e. � � , I ,,, I . , :,�,,�*�,�)"_ � �� . I . I I . , , I , , 1�,. , " , ,..�,t' ' � ' ­1 �' ' ­1 ` I 6 I -, I , � . " .1 ;%,,,!_, � I - � I I I �_ , , .n �,,. ,� A - . � , ig '6 ,y yl,��.shall be� ,� -the t` " , � ,',:-, � � ; ,.,�' , S i 9'' , �� , (ontra �16r� � bu,-, I �, . (d) The brick� w8rk 6f th i ., � � I, ". �, . I I " 11 '.. � W�ey � " I . ! I I 1. , -, I . I I � I I . . 1,-i�, �! , , , ,- ;;., Ip, ,- , ,.I' . y­ I be, I . I I ( � . . � I I I _ - ­� ,�,,,, t-,"' ""i- , " I :,� .- , 'el. , 'i:,_ ­1!,.;'1­ '; " 11 1_', � _. - . ,� I . . � I 1� I � -, �:.!., _ c4ci , . � : t ` ar . . -,`% 'Ill �";�%'� �,_,` �;L!�:� __`�'�, ;­ � �, �. _,� . , : (4, ( I "' . I �� I � . I I I � I I . I . � � . I " �i I, ,., � . I . . t � I I � . . t 1, , I t , . , . . _,:,� 1, 1. I _1 "' I �, 1, I "i. I" I .1 � '', _. , 1. I I � I � � L� � . I � . ( �., .. . .�. I � � I . I I . � I . . I I I I , � . 0� I ;�; I.., ­ I I r I - ­ . I �; �1. ". , ,�� , I I � .1 � . 11 � ... . . :1 I ;. ml ­ I � ,� 'i".i.."i-, ,:5� ' 4 ". , "' . I I ,., ", I . - i �' � ­ I . - ��' , , I ,i . - . . i- I - Qrliung . . I I - � , . . -, I I . � . .. .... 11 I I .; � : .1 - � , I . "It wl I 1 , . � . , " . . 7, , . 11 . ,­ ' _T` ­ . _. I _! - I I an � on I SpeQ , - cree shall . (e) 1'ire flycLi-an ts shall 6onfoilln to t ie Iates,t.-edi't'ioh'_o'T, AWIVA *C-502 - ' ', , - I , 1, �,­ . I . . ,, , � , - The s f ' i to th6, ­ ifiQations co . I � - , , " - ` . � i I " '., ' ' - . I , , ' � _' , - �;�-.":, - " f ,l�,:,,::,�­ - :� � .� _ ? i :P �, and. ct cement,,'c � . ,� '-f L' 7 ';' " fiere,:',the! r6mbviji 6i valuable t ' " "' - * Or ShrUbs"is i equirect this, work "s 1.7,b , , . I , . ` ' - , _ � " � , .,�ft, " �. , "'. I � :,­ '' I 4�. ., . I., . . ­ . -id joints of -The 'mO - , , ,,�', ­ I � � ,, . "I. � � 1 - at mpi, . - -,�- ­i:--- - � � -,, , . '' �" -, ", �., 4 *. , � .. I'% , I I � I . I f qll- beds , t a;x,%. -, r t ar' sh,il li�, 6onsi8 �. o I � . -, : I� I � ,,, ": ,�.',i � - . . � ­ ,,,�r? ,,, :; : �', -'� � * �: i,,��,", -,t � �-� . . L li:�- � "l- , �_ ".,t, I �?, "� � :.� �11 ,,,� " �, � . l , � _�,��,�!� �: " ;, .. '! f ,i._i,W . �, ­ " , i,des, 1. � I . h4l . � , , I 1. pEirts. ��,id. � ­ 11 - .1 . f one pa t cellerit and. two I I f I.. . . I . ,� ­ 11 I .'' � � 1 �' . �i ., I - ,Y , t. I ,�., , " "i , � , , � ii6� mer, , 1, I . ' . i, I.", _ . . . f , �, !,-, , I ',�'. ". I i�l , . " , ", " -� _P t adeq4at6, 6 L e sha�.:�,�i 0 taken - *, - � I I L " �' - ­ . � . . ­ � I I I . � I , . ..: "i : i - .i : �.,�,, 1,:1/1 ­..; ", ,.,,i:, _ , , - t�oxf,with and, . Eul bo�' -,�d � Wuiholes shall be 'pj'as e! e I as - -tile-. Plans, . t I ' ' "" -l"l.: siroQ th., delisica . . I Specifications anct shall. �e fui,nis'h��d complete with wrerich atid Other appurtenances. � ;,. � " :� 4 -.14 . I . ,�, � ., � - .,�:� b ' 'in' the removal ,of * v � ' , iI! - . : I ,!, 1� . I I . . ­i;'.1"; "" :�� ;� ",OQPO� J'a .0opera I i . ' . ­..''Ii: "' I , � I ... - Z,-, . , , '. - ", � , � - J I I I . I . . I I _ � . . Oi, eaY��.- . , � . L ,. - ,4 .11 � . I � - �kt.­ If , " " -1 I 4:, � ��'i, I .1. � 2, � .1 . . .- � � :�t' , c , . 'shown o I ; i �'­ � , .tx - � I .its( , � I _ , w , I - I. 1! � . " . "I _ I �:_­._"i" - , � . �� . . � - I . . I . I . . 1. � . . - ,,:' �I,� - - . - . . - ` " 'reva .'all i S rt. S , c esi ,Od Or ",so' hat , - - oi- ri-,0lan­t1nd,,- I finis ,,.c ii -,, --At- -the o ac t6r., , 'up ar for brick ��ork . . � . ". " l. �, ,,, . .-I, � I I _ 11i.­-, . tji.'Ti " -' ''t- ­''' _h Lb i , --- � - 11 �, - _­ ` - - t ` the " 1 b ,, � "�&' ' f - i . �' ., � . � , .n � . I � , ! . , , %: _- �.� ,_';�',`�_ "�_:�-_ by :thq,, Qw�i y �yi ,I ,e S��:L a le. �. atert , . �. , , �,, - .�. I I ,ijI .11, _ , � I,ompletely' w, '' . , .� i 'L ­` , _j::� _"�,".. L , I., , I_ '. ­. ; 0 " ..� , , , , IJ 11 ,� - 1, ', I I ., I - �� 1 ,4 - , �ht, I on of the Contr, A * : . MallUfaCtLI-rer'S Certification of compliance with AfflVA Ci-502 alid tests listed therein will .­ I �._ r .1 .. . -, , , ,;". . , . " , �, � , *� - " . I . ­ I - I . I - � ,fJti . I I . - .;: ;� , , It , , �tli,,­'. "L Pj-_�­'ii�'�_. , ­�-' '�_if. -1 i,, 4 11 �, �, :�_ ­ 1. - I �. , _ I I . . , � � . ;� .."", I , ,,� .i. '. , �. �1, . � , ;,: '­L ' , . I ­­' ' ` - ' , , "' I I � I . " 1.�,%.... t, " " . . ,4i,:,�.� . . ,�.. . *� , , � " ', I - . . . . � ; � , . . �, �, �*,. -. L �; :1 ,I�-.* , 1 __ � ,�,.�,,, .,.� ­ I _ , ., ,,,, I . . I . I . ,in a - I. q '';L. "I - : 1. . :1 F-1;1 I 11 . ' ;. "" � "' ' . . , � , , ." . I - t . I " . ;, , ,,, � .1 L , "� "" � , , i., - I.." . � ", , _ I . I atict plas ering tray be made wi th " �, pprovec patented rwrtar Brick4ork shall be' buil t be .reqUi.rlact. All hydrants shall be of the'breakable type, with the'breakab Section I � ,_ ,�,,�; , ­ � ; 1��". �:� ,�. , ).. " 1.1" �,L_ 7. � " I , , � I I I .1 r . . - 1. - , I I '. � ­ 11 �� . . 11 I .1 1. . � - ::,­:-�j'�-I. '?-' " ­1 :�, " l � . S . � cc9ri I anId, 8YI11 � I � . . . 1�e . � ;­ ,� . , � .1, _: ', �1, ­ "I , . , , L�, Uses '16VOl' -�; -shall be 1a:1cI , - - ated at the ground line,. 1fydrc-.intsIshall agree in hose thread .size witth.th 1, ��.­' . . �- ,�.%,.', , " �j ., , � ' '' I '. - . ,� " �' I , true " , tf, '. . . I , , , , - I , _ , , � : �': ,� '; , w-' ,`,` ' -2-�-'(Y .. ��h f,�&, �.S -,t�, - t h h , ,I - gn g ,, t o'Ah . ""'I';,1�, �t ,,,.-,:­: � "', , '. A,�,,,J, (b , Urideayi-oliind..strlUQ LWK; own Oil It e p arp" are lt'': 1, e be. -A" � . LC I . _,,_�.� I , , , � . , I . , -, ­1 . �­ � , ip , , , � , , - , , � , ._1, �- � ;, - - , � ,'.. "; . � I I I - . I . ,I I-7 ---,,. L; , , it � 1� . - . . ".. , " �. ''. ... . I _ t:V,Lc wl I 0. �. .1 Each 'cquit e . .,. " i. � . I . .. I ,, � I . � I as :a through . cours loc, �?i_�­�'t "',-, ii"', I . '. I , la . , . . - :­�, � I i . , I _. I 1, I ­ e. � � �, _ � . ll be, I � ' ", ' � I ... , . � ­." � . , . ­ . I � L , �,t "Joints ' use, in -the present water isysL u-n, if applicable. flydra'n o I . 't I "�' �:"` . I ;�,I'� --*,:1,--aYai; �' 0 -�nfd t , � t _ . 1. . ..., �, - q . ! It ory si.',,!�th,course. � "d . ve - � . I ;. * , . I 7" �, ih6" C�n ei ab �6r�lis ,1,6� I ty�'W 'aCCILlain t* himself I . � . ., � , u -.1t, ,�ball lwrlsibll� I , -;,�.;,`:?�:�,�' " � ,; , �`�r` '� I "L �, � � � I , ,: �, " ... , X'4141 :!Lon!," . , . -, , , .-.: ­ lzi, .. . , " .. ." I . �. . WallS Shall be b o hial ders .eV ,_ - . L" - 1� _ I I I 11 L" . il , . 1. . I I � �: " ,, � 1�.,.i '' . ], , , ,., .1 �. '. 1, . � �. UVOI I C WI as pvac�tl wl verti'm� joints-, h - thQ' centet, and ' tcyvy device above, the wate line to afford lUbridatioh to all working'parts . '. ' � . 4 .,-,-;.,�,��,��;'.,.:`,�,,_ , , . . � " " , , . " a I '9­J' ' d;'6on, li ts,w: t,id , ti8 ' - ,e. uric Or oun I . ". - � . � Ill I , � .. tS MUS�- 11' I �, � �,,.',!,' , I ,� i- . , :�` �.., , " ­ .1­ , ., � ; '. 4 I., , ��,., I _,�. BeCt 'icali, ' 'I, � � 11 I _� �:�-�� '. �-�, " Wo i­. Ic �'.t .1. ­ J , ­1 '! , " , � I I P I ' ' a;�;, - e r m , . , , . ?*_;.1 ­­- ...­�_., , , �, I � " . ,,� " � .... 'r . - � � . I ,�, , " �, 4, �"L ",'"i ", "'I:., ' ' .'., � ' ­ '' , - - , , -ca - , r" '. . , l", 1i -6 itb: ,44er .1 i "I . -4t1a E : f "' " - ,, , . _ � . . ��"L�- �tt" .,i V­ Ifil, I , .I , 1 f I " , d -:' : , S� ,. e _ �'i, , , " ' - �. ,, " , , ,,4 , _i, , 10" , � I_, � 09 X ,tioft'i-I`_ n � I ­,­ `I� - 1, 1 I S 11 be' close , I' 1 IS all:' - . , , , � _ . ,� � i aia "I i, �, ,, "'j., %­ , , 7­ � . � i I . I I � I 11 I - IL I �, I I i 11 1­ ­ �, . , , �,:al , !4, , -, , 1, ' " � ;­ . I I �, I .1, I_ , � , .�', . , ;", � , I . ,' . r 1_ . I I ;. . � . . 'r, I �­ I I � . ­ 1,,��%�,,', reset - � . , �',,,� � . . I � . _ . I . �V­i �I , , es- -� " , , ,� I , . ­ . 1. I I .. ,,, I -� " , -1 � �.. , .,� I i,:'' ­ �,i '�­ ; Z, ,. , , i 11 � �: , " 11", � , ,!_ , , '' , , - i� 6,�;*- ­j. - � (,,.--very, �)TT(cyrt " s all,� q-,Wao,o"�W prlPPqxlrLy-11. .; . ,i �shall �L . , . ilortar,,", 1\11 ifisl - ­ -uct�' .':13rick �;Iidll be -8hov6d � of -the hYdrant each time the hyclLrant is operated. I . I . , . , - .."'. ,�,;� rvaUw Jr6tect I F Oic � p I.i , I, - be is tit I � , I f­-"q ?,i , - I I 11 l, t , " i� , b I' �' -Ve, �'thei),- � , . i 6 f lusbed full 6 -.'f i ': ' " - i " ' , , , � ", �: " %._. , . I ,r , ' - - . ­ . I � "��t�"; 'i '�.�,� ,,''I' .; 1'. '�,� ;,.,i , ::. . , � " - , , 1, " , �- .t - -- - ­ -, I � , � � . 'I," " ,,!� ":, :�. . I I �.,:, , .,. ^,. ",, `­ I, I ?� ­ ,�,� , 1� , , , 1:1 , , , , , , ' � � � � ; � I, "L � , , "'p, " � , ;1 ­.. I I i � � t3 .. . ; , ", - ­.­, 1, "I '. L .. . � � � 1. I . I I �� "I . __ � '.!' dre.s, are . aa�a - � 1. ; . . 't 1, , . . .. P, . I ­ , ,I, �',­,­­­� - 1, � .".� ,.,., '' - "I ,I'.,.,. ,,, ," - ', ��_ - , ", .. I , �!qc ,.,.Ill.- � �­ 'i''! .�� . I .� . I " , ­,­ ,,, , " ".� � . � .1� I . V "IPT �acb -,,no L,., aid in Eu,L ar. Th � ' - impor ant and Will -be , ' I . � �t, , , ,�,�,�_,L­ ,; , , "' , , _, ,� "',-."'! " '. d * , , 't li�,',,`�prk', thby..shall be. tl6p,, �- --., ,' ,,�. � ; � i I I a" -14 ��' 1 " "' ' � ,, , I , �.."" . I , , �4 1 , eir(4 sl,kc,h-.-i�eit,66f ` f , , ttio pro��ckiol,Ori O" � i : . ; 4 il, � , ­_. �Jt, � , 1 L ­­,­� ;.1 I ­ I 1( ) q of�wrt, S, re(l4iXEM)Ont is, ' t, e , '. . I.- � f t. ti),Od I .I�t - I I I I � I , 4, 1, ," I III, 4 , �j . ­ .1 I ; ., � - . ,,; , � � - . . �dl . I , I _it , 11. � � * � - I , ". ,."_ I , . i:, " �.' , ,., il ..� I jmne a e � , , e W1 al 0 . . ". � � � . � I rt",:SW . I.. ., _�, , �,,`,, ,,�,,­,% , I �,, ­� I � �� - ,,*, -�, - 1, .- ., . " I 1:, OXV`al�c - ��.­� I I . I I I , 1. , i�l ­ 1� , � .", - . , , ;,;I �, . ,� � . _ . ..,_� I Ii.. � I I .1 � ., I I � . . . ' ", � " ;,�` , ',� ." 1, ' � .111, _11�. i ,�, I , - :, . !; I � � " ." ... 1, I *! �;_ " ,., I � I I I . , . . I . . . I d 11 I � L � ­ ,; I �,11 , "; ­ L 1. . . 11. , , I �, Z .1 -, , � ., - '_V,.-'_4L;6W w�L V I.r, _ "I ;­­,,,*f�. " " ""'�' ':, 1� "."..", Lj.��,p I I . L . .. , 1110 "�:fx�Oin the,contiguou,s )�-jc% E(ulfaces., , . : " I .1 �,, 1, i (I" I , , - I - ' 7 -, " , �, � , . .. , , _ . . I . . I . t W-L, � , .- �� " II, ' 1, ,�,,� 1,'.,�L I ", . I "L, ., , , , ;' - , :.'." ." , `_",�_ ''. ' 4 "",'L - ,' ,, .. I I � � . � I � � k I � I j. "."", i-,- 1, � .1 . 1.1.1'.1, 4�1� - -1 ­ _. ., ' ;,�_S�., , .1 � "I , J . � ) - � . . I th caps and chains. r1be direction�of Opening,b the,main v hal , I .. ;1� .1 - I "'.1 _t 1�­' � � '­­ � iE. '' .11, I" . I . I ". ., . I r I " . . 1. I I � � f !, ,,, � - �'; �� I ; " " -,:: '. ,, , ,�,,' - - ! . �.. " , � .� �. � - , � , 'i ,i- � 11 , , . . . I I . I I I ,� . , . .1"', , , I M*'; . " _� i, � ,.�v ,-��'l-A��.'4,;,;��L,4�"""�-11 - 1. ,�, 11 I . � I , t � I .1 -1 , L. . -I' I . - 1 ioi'WI� "!4 '­��;_,�_. Ze ,,�,.�'t&,,�':,�5-,!-.�,,.,-..-,i��'*:�,� il".1.1 ��., ,�iv-,�-:i=,!�.-- ,,,it,:''t"',:4Z" � ?�,� �i ,". � - �. ,� , � . � ", i .1 1 . . . 1. , , , . I . . . * ,�, I I - L %�q rou,40. `4'�*'��-,� '-,�-';�,-,� �J ��,,, -Qrlz(- nozzles, w! � , I '­,� ,I, "I I , ��,,,"" , � ��, ." ' �­ �` " .1 _ ' : 'i& I �"- � . th, ��i 1 I, I - I hydi-arits� mus- be provided Ith . � ,� - - ;.1 I 1. �.,i � i 1, , I ' I '' I a', � 'J�y " tL , 'i ' . � � �" L "" � L, _"%_i` ''I'', , , h "CQXjf ' """' , 'didaticl pl., i' pg 'o . e speoi . . -, ,idl�,enfo liced.. EKcess irbi ': _'� 'th: �biasi :st, �Iicia� bi:'Iacc rd�Ii t" 6h ­"-,fJiqationS : � -�, - .r no t 'be cut. off in a manner I ten to, pull IfycLi-,ults,shall be of the "O" ring cons t1'U6L 1011 type. A ;�V" I , ?, �, ,,I,,' I 'l I 'L 6X-", t111ie,.,QwnOx ,Let , strd : , 11 , � .1 I . - I �W,,�, � ' 1;­'�� �:-�`­ , , � . ' , . . '_ ­­' "' , ", I" - i!tai ; � I I - kJ* ..�y2 I L 4", � ,," . bi I" J' 1. , I � - 0- 1� :C. '' -:.- ­f �,,. !:. �� Z .,;I�t�:�_ix , 'r , I ";:� i J: �.. 4 . _,� � . ,��., �1, -, -1 , , �, � � � I I � . I I . . , ,.­+11,� � , � , , " � 0�"a ii, 'I. Q, - �- " " 1, ,q � t': -;l:'rt-�ii.'�, '' , - 1� , . � . 11 I � , . _�. !,'I; �, � � I I , . :,�, I ,. . -�.�, , , i 'I; '4 i,l,:', - � . . � . i � ". : " I � t, �� ­ 1; I '' _. I. - i, ;%, 1. _- �,: � I � -`�'!_` - ' '. - "'.'"" ­ -, . . I , . � 1. . � conform -to thEut of existing hydilants in the system if applicable, Otherwise, they , - I Z, I , � ' lJx"'i"�, , * I I .."", � -IrF 171.f 11�,;, �", ` - - �! : i,` `_4 _,!"'__-" � .�.. I I I ) .,�. - ,�', ,* , .,:- ,, ! � 'J::� , ,,, i , . , I, _', I . . , I " _ . _" , .­ - , - I Ill I I . � � . � ,L , I " � � � � -, I� .I: 1�'. " $1 " �1, - � " -" - , . . - - I. � ­ �: , t 11 � . , . � .1, . �i` I .��' I"',"�," I ,� ,� �.. , . "S - I ,�� - � "'), � : 'i_ . if I . I,. I I ; �. . �, , . � 1� �h,,i-! I - � I . - __, � ­ � I �', 1, . 1. I � , . .1 , . . . . , , , � I i � - , . " .1-11 , _'­,�.I � I., . . I � , : , - .� ;­ ­i . " . , ", " ,�, , I , I - � , � I., - � I I I ' . ' , i", "; , . 41"` I ill.: 1� . � " -,', * , 'Y',i,:P -� : � 4" .' ,""', � _ _ 4� 11" ; . I I ., I I .. , , L , " , ,: . , . 'i "' ., ."4 , ,� *, , `�,;,i, , �, �,�, t� ..- ;,�, , , . , I . � !, . �� - , . I , ; � " � _� I '. - . , , "'�, ."�L"� ""I - '� � , ' ill I j�. ' '1' � - '4 `.,� , , :,: "; 11, . , . . . InVei:t of the manhole shall be f6iinad of,'Jribrtiu-,-,,qhct,brick 'to provide. be opened by, ,turning the operating nut counter -clockwise. All hydrants shall'be 5 'tran.­_ I . - - " � . ,:��, _� -, , 1� ,� , � , - , ".1, I . , �'. I- ', I - : I _ . ,�4' " , . _ ., � ., , I : .? e - I � I I . . I � � I , I . . . �4. I ,L1 ,j,� I - -. .-. , _ , - 9�' arO - L I . �, . . ­ I ,� ,, t,,1',-.�-i.'i­: �, "re tict, I . � I I I .�, '' .� ,:,, "' ' ' ''k ��V . ,,(e) l _ 7 L . � , . , , ,� �., '.. �I, -,:��J� " '' . � 14, " ,:- " t�, , . , t" " , 4 '. ' - 61dable-;_,,ovb y f t , ha . . � -, .'' , " .. _, . . . . wa,(­ ' I I . I � �' , ''. , � _ . . I � � I ' . - -1 , , , . �, .:.,., ... - '­, , . I � ,;7, .. _�. , . A 1i(i' t - - , , de� to � . t, a' ,I of' t e exaU sh'4p � . � ­�ffi� ; , - , . W , .-,0.Oqf ,, � (if &II i S Il. b 1. I - . I ;1� , � . I I � .1 ­ . , . , � . " 4 , . r:. :4, " , l � " I . , �­,� . , �, -i. I - I I I smo9th flowing (challne h , ,e. of* th sevoy -to wh11Ch'­Ib1COnX1 . L I :" !::, :,� . ., t ,&.�� .C. _.., I-_ . . , , I" I I ­­-� " I ,A -, 1. . - , 'l�:e. . , �... . I . I I I & I , Q tS ,, ---r' valve opening, two 2 1/2" hose nozzles, one pumper nozzle.alid G" 1N,I/J:Shoa. They sba-L.I. , - 0 e - . . ­ - ­�-��.;��,,. - I " .. �,4,v,,_- 60 -il �, " RS 'UQ ; Cglt e as I-4 - I . . 1. , , . I I ill , " , j��E "I 1, 1. . '', ,� I, . . I , . I . . I . I 1. . I I , . � . I ' - Q ;' I 11 , I ��� - - � ,�, 11, I I I I I . ,- 'h nels sh I , . , . � -.4 . . 1, " i'_ " . . . _ IS c '. - - - Wi - '. , wile , h, , , , e enter­�;, a manhole, tile V41"I'OLLS ,in - be formed 'to P-1iovide an be 36" bLwy and at least one posil;iVe operating drain valve ,,�o located as -to cl I � 1. "I . , , e in.erf0j;ence ap , pos:�i le e . ,-�, L --%' � ;',' . _. �_, 1. . . .�. - ) , ,U 111�,.` �.!. �": ": -, � "., ',� -;-' 1, O'l 1�. � . � �h&, �� i'tif -, t 6 , 1" i h service" , . ' - " , "I I - I 11 . , 11:!�";,-, :i.. .. .;, 9' I . . . ,, ei�,,"t t , I , -�, "' , 1, . � �::.�, , , - I � . J . '­ ­.-'-­li"'_ "* �` I _� t I ". . , , � ,--- , , , " "I" Ills " , . . I I �1 1, � I I � .11 . I I 11 . , � 0, �, , .W. I . t .- , tL rb I I I I � I . . . : �, " .:, . , , ;; -, �',- . , . 1, 't r_ , " ;� � . I � _ I I I . . I I . I I t, . , one pip, � a I � I . I . . . I . . �.. L , � . I 1, I . , , ''.'. � I . ,� . -is closed leavi. 'g'absOlUte'1Y flo watial- - that - . - 1, ..�. I __ - � I., �', I.. ­ .1f . " . 11 . . I ­ I . . . . . - each such pipe' I Changes in �direbtjon ofithe-6owox and enteri r ' water from the. standpipe- wit I "I:"," �.� " - '11, , I" i,�, :'.';,.,' , , ,­�'��'.' - -" 1. �: -� - I':_:., -,. ",­ � -..',-'­. ,:. ., � 1. 0� � I , i invert. .foi ­i,,,,�,:,� � , �, � . " . � - I'll 1, , U_ ill e d. - 4 , , " , � . , ". . . , , 1­r-".",�-�. �tojqcto.�tlbd, UC lilpe­� L I I I �. � I . � I ­ s I . . - I " � I !." , I : - I � I ,: , � �� ,,., ,­ 1, _4, � ",I. � . . � I ..�­­�, "i')" '' , , , ,�� . ,� .,-- -.,� ­ , � . � I . I I . . , I , ­ . I '­ 1.11 �' : ,,�,�,,:-_".'_., _ . " ,_ � ." 4'. , ­_­, i. 1, - -�­ . !.1,­ " 1�, , , � . I ., . . . I- 1 7 . 11 . I I . ­ I I, ­ . 11 I . en the main valve n � ­ I . 11 , I � ��, , , . :� , . . I � , _. '' , ­ I ­ " - , . 1; 'i" I � � I ­. I . I:- '�, i��`, I., ,­ i,:,-,n' .. -:-� ­"":.: - - I ­ I ��'�1_11 .'-­,,� , � ", �! V - irig branch o . � � , _ . ", '. , , " �,� ,., � '' , ,.,� - , , , " � ,... � � . L , � w 1. I., I . . ., 1, I I- . . I . .. - . - ' . I . - I 1. I . .."I , - , , ­ i. L ­ I � . I I I I . .ve as I "I .;,,,-:-' , , I_ , .;� iL, � � t ­, �� 1­ ., _. , L�, v I I " ', , �fi � i �__�,_!,� �� ,1,.�I�C " ;_ . � . i I ., . ", I I . 1, I L rue cul - C . . -deze. ­ t h -voi - oi- -othew satisfauto%y de' � , A " " %�- " "'', _ , . � I " . l, I .1 - r' - ;i,*,I._�'1_f - ;, .t�,­ � �_,r _ ., ,. � . I I i I . . I � . I I,'.brwiqhe8.shaIl. have a t' ' .9f aS) lai�94' ' adius as the size of the manhoiEi w Ii I'l �; may fi I '. . ­ - -�, - � . � I I .tl : - I . y t viceabove: the ,,: �­' "" , �i- ,:11_1�1'.___� "' , , , '11�'. �'. . , , , . '. � - � I . ,. 1� � I I � If cLiants rats ave an oilreset i � L . ,, , f,, " " �,;� ,:: ": , :., - ., 'O .� I I va Ion: ,-:t". � - - , , " � I I , , , , W, � I � ,,!_V, I ,:�. 3�,, � ".., ."', , , r , -- ,,; - - -�, , , -, � a I - I � I � I . , � " ­ . . � I ' I ,.q 11 - , , I � I � , , , . - � , I . , P4011111.1 _. ,.I � . ; I . I . :1 I I � ,� ­., lf,.""� i�� - - - !'I�,�­t, , , , I . . I!. I . � I I . . ,. - � I . - I I V & I I , I . I I . 1. �. � I 6 �, I , . I . . I -king parts of the' hyda-ant each time thb , . , 1, , . , . . , , ,�,:'i "'.. � �� ", ;�;, - - �- ir ­, . , � I.. .1 I . / , " , I�i , I I 1 - !- , I I., I . , � . ., -d lubrication to all woi . -, , I I ­' :1, , :­ " 11 . I , " -, __ � , 'I, , ,. .1 - . . . I " , . . � . . , - . . . Water line to af foi I , ,� . :, , �� " i',.,:;,. _�, I .. �, . " - _ .� . I I i 1, I 11�' � I I -_ ­1 - 1. ­ , ''I _ 1�'i!,'­ , I , " � 1� 1, _ .. I .� , " , , , , , .'� " I :,i_ I . . "; � ., . � . �, k I ... , � �1,1:, _ -,, � ,., _ . , . I .. � I I � .1 . . . . - -1 1_1� I � t, :,: :i", ., I �",:_, . .. �.41 -, 1"; I- , ,� exq � I ­ - ­ I I �, . . . � -t is operated. . � I I I . �:� . �.:,. .i%, � , , ,�. .� , , , - , kC__ V,4 , - _ , � - , , ""i , �.. . � JV4 ' � , t' . ' . ri ' shal I L el.Wse-a Q I 11 � . . '. I -an : %-',e-� ):`,4 �� " , _ , , � , � , i" -; � � Z, -,' "�.,,:,.�� :,:I',;. i�,_ , -, " , � � "4va 101 ' '' by7 open''Cdt `1 - i_ Uth �'i��ed - , - I .. hydf . . I � I:' � �_J�-�, .,x Z, �. e'_�I,I'': , '�, � , ,,,, � - :,�," ;!�, (a) � ­A1 ' - ;I th, 1: .'.' ,�'. �!� I q . ,'4 , i--,' t I . , ,1 , , " 1, � i . I , ' ­ - _ �� ,� , . '. 1� '4 �. ,., . i ,i: , , ,; . - , '. - a , I , 1, , , - ,It I " � , i, , ., I l"ac , - , , � � . I � I I � . . . I � . � 'i . - , , . .'i . , " " . I � , l I I , , . �, �_ _­ . � I I I—, . 1, �1.1�- , i I %;, �r,: I I � . I , I.: , L t ;7 , . - , ig . - � : � , 'i, ", i�-, , � , , . ' ­. - 4' . � - I - - , , - Inj.s iec sower P� lade i� I . 1� " r., ''' , - I'— I ­­ ­ . � 1111.­ 1- I.''. I ­ - I 11 I .11L.. I I I � . ­ . . . . , , , ,,, I ,tk0,'ii;4 IlIk"ex"O. ,, 1,C iall be 6xiat ;1" 66low-"Ifie ffi I . ­.�.,, � , � " , 1. , , �� "be I 161 If 1� 1, -1. I, ", , In es�i"Q , !_ ,; I , ; - 117"?". �;�,:�l": . " Q excayate , - � I ... �. I . I , � 11 . I . "t , ,�, 1, �, i, .,, - - lve!s � :, l ' -, ��' "' �'L ' � '' I 1 2-12., - IVIanhole - All manholes with "dep'th8­,between 5 feet ailid,10 fee t, ill- I ;, , .:�, ," i ` , ;,(��,.`,,, '0 �` . " �, . 11. . . L 1_,�', 't. - L �ii '' �'�'.­,� .... .. . I:_ � ,I , ,� , , , " I " , sect 110 11 "I , -, � . � :. , ,. I - . I 1­ . I ,:, 1, 1. , ''. I I . I � 1 I '; - 1. ,:, I . . . I I _�;,�.",�ij�,"_ 'j, I I , ,V . � ,ia" �'Ibek';,'O'i �"t'he 0� ,, � , b - Jd �' WhOpa thi� tiko � - I . I � ��, , . t , ,, �,;A, " .� 1�1, -X . -, -�'.q t,,: Lin , I I � Thiust B ocks oil Re�traints - POLii-ed in place, concrete thi-litst blocks� I " � , _., � , 11­1 � O 4i44 " ft, I . ­ SUi tabl is Un e X'e C � I � I � (f) I,- -I- ;j�i,�,i� .'',,:, .,:!; 1:��, ''I .1 q.t . - ­: 11 ­_'. ;,,,,,,e materi I enoo � �. - . s, colic n I . ; _: ,(.., � . I � . .1 . �, .:�'� , I , � " L' - , - , I , I , � - I , . - , - �J, '. ' f"-' � ': � "L ` 11 � , ,'. 4"" . . I I . ��.':WSIV%Y, measuiled tile f loor of- the illanhole to the top of -the lilanhple c � ver shal 1. � . � . F 1�1��,,_,� � �� .. .1 I". !I.,, il, � I 'I'll ,iO I � I I I I.. 11 . 1. . .. .. ­1 . I ,It 4 " -�,, " ," , � , " j. I �,� , ,- IS', , . I 1. I I � � I I I � ji� I - - I I I I I ­; :1.1 1-11-1 _ . � d ; d I , I . , � 1. . i, _ , , 11 I � I "qXcav'CLE-1011 I.. Carijec si I , � . -,��,q r 41"i and thiS'LS�,a�e'­ �� . .) � � - � I - 0 1 st be provick"d at '1111 irltS Of UllbaTanced presssu,re Miore, the pipe line could pull I ­I� I � 11 m'. I .,�� ,, ":�: ­ "I .1 ' . .-I o_ 1. I I I i I . . '. .1 I I �. " I � . I . � 11 .. . ; I .,�, I I - I - . . 1 L W ''' L �� I I . -1 I a, l t1,119 4 f e . �. of. ' the­_rloor a one foot � Thrust blocks shall confoi7ii to, dotalls and irlinbriurn b ,,,u -ing areas as - stiowri on the . k L , , . , "i", t i ,,Sanc , -loose, � ear .- OWer suittLb;e ma erit . . a I , apa -L PO , .. , " I � I I . I - I . %. ", . ::_�(­ ��­ � "_ "'' " �1' ", - � I -; - ',�_ � '' , * , 1� cbntaiii�', 11.1111111LUR Step,s east or bul placla si t - -r , " e mLL , '!� ! . .:�_,' .­ ,*, ,,, , ' 4 , � ,,,,,, �� ,,,i�,-,-`V,,, _, , ,i . -,� � . � � "_.pi,iQV.4' -be ' " '' 1 ,i 'I E '. I - - : : � " , ,,, , , I " , , ' � :" " .�, , " , , ,, �b411 -' , t _x inoties . Delow �hb , Al it, .L . " �, " i. I i , .ii'l � , , . ; 1:!�, �� �­�: - t., . . 1. � - , _ , ,� I f,i L , Act � i , .It i . e 11 _."'p, I 1: I .t , I led � wi, th, ' 6i" t , " I , i -. , ,�,;. : I X ','� I � " i'L, ., ­ . . I � ) ,.; , �-i ­_ . Ll y COMIMU eC . . , , . : . �, . . ,� I I � . I ) ,�. % - . �_.� I minatinK 3 feet below the top.. All manholes oveil'lO Teet�cta - shal � � . � � I .� ,�, -*� , , 4, � , . *. i I _e . . � ., , " , I d ". � I I , � , , " il � . I I iinteil,Va.ls tet . . . I t, I � "I . I � I I . L I - ­ I . . di,awings) atict shall bear against undistLabect. ea'rth. I I � .1 s. If, . . . � F. "', _! , - I .' 66i� t ' � . � . . 'L ,.� � 11 . " . . ,_ I I: . I . . .11 1. -011 u t a retractab.1 "laddor ,911 " I -nished for access. t� . I 11 - iL � 'r 'i", . 1, f,L _� I ,.1. ,:, � - , - '6% 'PIPPI, - I I . , ` ' -.1' t . " ' ., ep I I. not, -�' ' , �, ,., , , - - ated - to -e . that, t oil * , ­�:,- �,:: , , � , " t , , ,I � . . , _, , bel�s Shall be hatic excav, - . C I . _�, ..: , 4, . ­ , - fioles "'T.W. .- � , " "I ��A rest f, � , Y , L , . 4� , ", �Pll insut �q aiia any keps b I I , , '' � �', , '. : 1, ' its ", . . �'. V. �, � , . ,� - I A. ­ , 11 the qm of , the'.ditch. : . � I 4, .. � � I . I I .1 " I , � ''I I � -'en, ix� �t6 'Li�Q , � � 'I . . I . . Q all be f La . I .1 I . � e I , - . , I I , I J I I �.: . � . . 11 , . I I., I I I t i1i � .. I . �_.,� " , "I � . . "%. I . I � . . . I- . I . I .- . I ­ f, - --- , -- - ­` . � -_ � I . � , � . I . .* . , - I I '' , . �, . il.. � - . , ,:, I I , I I . .1 , I __1 - -L , ­ It , . ­ - . � . I _ I :, _' . ,� .*, , 11 � .. � , I I I . . - p I I � . - . I _ i_ iv, . .., I I'� . I 1-1., ­ :, "I. :.� I � , �.'-,6 �; ,'!,.',, .: �,.� , '' - . I I - - . I .. .1 , I .. - I � . . . , � . , ..� , ­., �, 1. I � - . I , . I" !" . I . . . ( - , 11. , . � - . , I �, � �, . ' I - . ** . . 1.­ I I ;I I ., . I I—, ion Meth is i alves and hycLrants shall be I 1 � L I ­ .�,','. - i '.., ,:� . :.;' ''. , . . . I .. ,. . I I- I . o : All p pe fittings, v, _ I .* . . I .; : I . I . i , �.� ,:,�', '' t --� ; . ­ . � . . . .. ., . � . ­ � .. . . i. . , L. � I 1� , .��,���,*I�..,,L''��.'-�,;I..'.,�' ;_`,!"!t - I I I '' . �._. , . � , ,- . I I __ - � ,­ .1 � .. " �'_- L _ � .�', ,�­"4 �_ I 1 _�. ,�, � _� I 1, . - 11 � � I . � 11. I L. . , ­-,',,' 11 1-1-1. ,__" I I �­ I '' � I" _�,:, , I trelic � aiic ,,Co. br;s�: . Manhole framo atilc covet,shal . I .. I 1� � .1 " :1 ,:,. , , I , *avi ty . sieweit- line,5;.the bottom fOLLV InC �QS:-O e . . ; . I 11,; _ I , . I 1_ � . � � (b ) " -: FOX �, gi � t' ' f th h Shall be ' � , 2-13. Manhole A-att I .. I , I installQd, tested and din l cordance with MYA C-603, and City of Sanford j I ,I -1 , ,;. 1. ". ,� .:, , , I , I ­.. ,� I �__ '' 0 .; ­'�' -, �' , I yIng . . YL -, I ,. . . I � V - les , v I I I- be &eena4, R, 1040' . . � . . . , , , : . ­ , ­ , � 'i; - . � ';, ..L � *: , I I �, " QXcav;1�1 � ,661,� " " �� -;� f e Ldvanc�6: "of, the :pipe"1a i ' b ' sp6c`i,all� _�i,Ulled, men, L' ' ' I I t ' .. I 'r, .1 . . . . I I I ­ . , � . , . . _0 - .'.,�,_:I, ,'� .._ 1: t, j . � , t1i a Ty ,, 1), non -rocking #ct of ,appr'o' The appi,oxillk-Lt e- � el . I I I I : , , i ,,, ,..I � � I 1'� ;, " " ., , , , - ,,, , , " ", , � " , 1.,;i �,: ed I w �. ", f 0, Q t in ,I wi , Re(llilil'erllentS. , " , ,-.,, I I _ I , ,"', �: , I " - I �. . 1-1,11 .'­.1',_ �r­ _-I L� ._ '' L , P e .. I ,u I : � "i'.1, , . , � I - '' '. . . � U". 1­11"....'' ­_­ , , I ... I � . � . . . - - .. , 'I, - ,�,.­ I , i" : . , . , , , 'l I t ­ .., � I L . . . � t ;'. . : I I I � I asL "'JI.Xig .-M., �� I ; -equired is 400 poLwct,,;, � I � I I I . - . . I I , - " . " ,,, .- . I _, '' I , :. . '' I � ,. ,p - ,vlad equal. w , gilt of fram�-_ -and . I �, - - �,.��,,�, ,,�. -,i, --,,,�,.,,:�,:.. � t . I I � � . . " � , I . , I me, - - 4 a ovlax"heact - line set ar,- .the grade- line of' the sewer iriveilt-'-" 11 .- . I .Q� . ., V I I ­ ,; , ,.! ��,t ,I ''. ". I� 1�. . , . pl� tlleT .to': , ­5 , cover 'I. . I 11. � _� I I � - I I . ,:, ,:! I 1. �'� I ' � . �, - I -i,- I - I . ­ I 1­1 ­ . . . ... . - ..'' 11 I . I 1. I , 1, I . I 1( . it � I I . . ­ - � I � . I � . I . " h 1, I . I - 1­ . ­ � . I I I .11 � � I � . I . , . , %ec �- 4tjc .i�, ." yinU,Qravjty .Sew . . . I 11 . � - , � � . I . I ,.. ­1 i".11 "., " 1 " �,.; _� I I � �:�' 1, .1 specif"', t`:,i`,"f­ '' -La ` I Or Pi . I - . , I— ­ I , �`i I 11 . , . I ,1 � . . . I . . . I , L " !_,, I I I .� " I .", � , �, �,.�: I ,,, �,i,:;�. , .Q I I I .pe I . I � . � I., � I L I I j . 1, , 11 " .. " 1: I � I'll . . , , , 1. I , . _ _V!, I , ., . I ''I . � , I . . I I . . . I I . . � I � - 1�11 . _ � I " 11, � I � . I I . � � 11 . . I 1 ­ __,; �', ,� ", � -, ,"�' -� , - , _'.1 t � .1 �_ - ., , _-,:�, " !�. , , " � � 1. � "., , I - . � 11! , , I . * , , �'i" I ,., . i .,;;i":""� I I . .. � , , 4 1 1 I , � 1� � I : I I . I � I I i. . . I � * , : , , . �; , � -, , . _1 ... . ,,, '�, I . l t I . � , I � . .. I I .1 1, ­ I . ­ - I I I : � � ,, .. . � `_ I � 11 � , . � ' I � I � I . � . I . I I . . � ­ � � . ,� . 'I . -1 ir, �. I . . % I : ,, � � , � 1, �,, .,�, ;,;: . , ". . I !", , .,�� i� � L�� �', i' IL' ' ,j, � "' i.' ' ��, . i : , - , � � , , , �'j � :-, � �, -, .. i" ", �L� �` ';'.', " ­ � 1. I. � . I . " I . 1, I � 4 1 1 1 - I � I I � ' . . , I I I ,�, � I L . I . L . 1, I I � I � 2-04. ' ' K seamless I I � 4 , , � I .1, 1 4'� ;;" 1_1,.�_,�', ,,, ��il. .: I ,.", �'­ I I . I . k;�- "'. , - � 'I '.' ." �, ,`�.,Ii�:(� -,. � Al arth,- sha -the sides ' ' � : ': "t , , - 11 , . "I � � , , ,,I�,:�, ;,."_'� ,. _5 .' l ec arid Qxc6vated matp-tlial , . I "I'll . .i , , , � , � I 11 be'ictopQ I ',� 11 : - , , `: I 11 , � , � ; ��Ifi,.f�la """ - , I � . . I � : I Service, Lines: Coppe ' tubing far- water- services shall be type . I , � � ,�, 11. � , � I �,� , - , I "', , �. i" . _. _� F, , .- ' " : , �' p. � -_ I 49 , , -sited neably at I , 411 1, � li, , _ ,t I . , . , , ', ;,�.,' . I.-.,: _ _: . -, � .­.­­ ­,"'. ii I - ' '� -i; i , ,,,, l t, , I -ui cl, kep t �,. s I, I ava ion . 11 . , , , I I .. 1� : L .�, "t., ; � . '.. . . I I_ - ." . , _ .�tlw � t op ,gl� ia I, arbTa s: All recas t manh' -the irioident';lil - w, - tubing suitable for- direct bLa'Y COnfOrliting to A BI 8 with compression . ,t'X�'6nQ�h�j:,i,�Yjit L � , '! , � �� �'. , �61, 11 " � , i , ", � I : � , , h i " c, . . . _ � . , " ., _ � _ . I I I p I . _ 1:.:. I ,,,�T ,,, �� i, -� , I , " _ . ., . 11 I �, ,.I, , "; ,. I y ,so ec� Qc ,, epai ate., Exc , it' I 1, " �: t��,',,' , " -:,:.-�­ ,� �.., .. ,. , . , . I .. ,:: I .. .. I ''I ; Sl form to I coppel a t ex & [38 .4 ; � I . � 11 � . . C � � . , , , , � 1, I '1' 'tr;a I " . J ' ' ' I a ra, ,is . 0 . � . � 11 . i ' � ' I I " , ��, : ,, � _�� , , �, ". . ,,' - � , � "' ,:I � " - ,4 4�hEl.2 ­�be,,':O�� ii (t on Ln 'such, r anner, c � to b'k.ruA streets or �dleys-as_little as . ­ . . requireitlents of cas-t in p - t * L ... I— ��!,' - , ,� " - . I ar. . - " " " i,,, �, ­- I-, �. . . �, 1:.­ I I I Ir, -11 ,� � I � ­ ace imthholes, e. g � - s eps h inverts, ei tc' . , an : oil flared ends foi- fittings zinc[, UU-1011S. . . ­ I '' l,, I I �' �, I , i .., ,�,,. � t'.-I, 1, _:, -_ Z, :- -*�. I a� : � 1, . � . ". C It sr= d ithi V,' : � I I . . ,: � , �._ - 't L , �, � I!- .�.i " po,gsibl' ' " `&' d ' � afid:il ih6 i ,C otected. I I . 1� Imulhole Structure and mahufact ' It n im . � I . i. , �.�� . " , �', I . , I Qtt,,I-_� , R Q es shall be pr � I I., 1; ,,, . I".., , I .. � .. ,� � � ; ; ­ I � . I I �, . . I I I . . � ; 7, . , I I ,�'­­, -1 I ;1 � , : , ''I I Ili," I 1, L � 1); .�% I -.1 .1 . .�, , ,..'��,_ 11. I 1, -1 . I L . I I , i, I I . � � I � a . little shc 11 cp f ' 61 . to the i:eqUireme�tS., set ,,. forth in I � I I . . I I I ,,, ­ ., .,,- � �, ,:� 11 ". � I *� I ,�, .. I . . � '. I � �', �', ,, - . I , . I . sect ion, 226. 03 of 't ate Road:Speeif ica'tio -the exceptio : e ntions into 2" mains shall be tapped directly or connected . , I ., :� , ". _ �. � . , I , , � . . . ,; I I .. . I. ho'St, .1 n ' . I 1! � * . I , .1, I . f . ,tt 1 . , , - T e I I Acid � � � i �- , � �: " � . ��: I 4, ,., I - �; 11 , ,, , �. d) - �Yji _� I i . . , I . ns with yp I �::.Ll . I . �;. . . 11.1 �� � ,, . I ." an . fo . I . * I I . I I—— I k.;�,._�_. .I- 1. '' . I I I V: � ... "I . 4. 1. , . . , . . .. . 1-der to secLue,SaXe' Workihg,. conditions for the . . I . I..i Resist, t cement shall be used : �r s"ita:ry trL. tion'. - . I I . I I � I I I., .� . pro re(iulrect, in 0 , , , I . . . . I -, I '' . I I � I"'. , , I 11 I I . .., -1 . I sewer cons le - . I with double strap saddles. I ,. �, :�,, , ­ 1 �: ­ � , ­ , .� . I . . � - . . � � . �� . , ", - k I �, , � j � I � � . - W, t . ex . ng*of banks , r 'Y - 0 -, C J aCl 11 .. �- I �'... - I I . . . I . � , 1. ,, __ I . , I,: . :.%, , , - i. Ill -kmen ' .� , P,tbven * I"' 'ant pipes Or Str es, I , I . V , .1 _ �`11. : 1, , , I., � woi P � � � I , i . ,,, o .cinjl.li t L � , I I I � . � I - . - I ­ I . �. I I . uc�t ur _� I � . . . . . I � . . I 1- I �1'1 I , I I . . . . . . . . . . � - - .1. - ­­ , � , I .i. . � _ . I . . . . ., I . ' _. I ­� - 'r�' ' , * 4 � '. _ _ . __ ,--' I __ -, _ ,_ _ � I . I , �' 7 L�., .. � "': t. -sh , - lml i z'd * - -icte ditch , i, r ons into 411 ntins and larger shall be t' dircly llg 1. I 1: .. ,, .� I . , . . I -'� . k � ., J ea,tihg o S Lgnshall,bb.used by. th(,-, Contractor -to pro, , . I I - ,� I , - I I ., , __ - . I ." f ufnc�ient -1, ,,,and cte,91 .� ." � I I � , d , , 1. . -­ . ! ". ", ­ � " - � 1. I . � . �i' 11 ',� ,V L , I I -, � � _­ , . � - - , - ­ . I . , I :1_111 , ' ' I � . . � I ! . I �'. . . , I � . - 'I, , . . I . I I . d , I I . I. 1 -­�, , , �",� - � . I I . Ila tictiettt d on the,'di,awings or designated by th'e . I . I. - . I ,I , . , r; � . , _, . . I I -��Supj��)Irt,�', . . t ", a , ntx­acto4l� s 11abil:ity, . eq t I tion stops manufactu-red by Mueller or approved equal. ; � ,,, I - '� n, � " a l I "' C �a S'. O" IS ;; ��. : Li - S h l, : L be the Co ' ' 1 " " � ' ' " I - , .:�';,',,'.. ,,, ; - , � ­., , I , _,I . � , , . �4; t, , . 'i " , _,, I - . I . � , � t I , . I ` W act , D1 t�k Crossings: Whei i e I corpora � . I . I� �� � 1.� I I I �. ­ I I , � 0 01 � , ,� , I I I � , , , I I . - I .. : . I I 11. %`." �,. ., I 'I.,, i', !:actjaceu-- prQpqY.- y owniails if r(4h dairkage caused Jb ' t ii c " Of the ` facilities, 'i dh r ll "be 60nStrUCted as de,tailed on the dr,,uyings.. Ditch '�, - .. � � - . . 1, . . , �`�,�: 1� I ` " . , - 1� I I I 11 � _ 6 "" ­ I . , .Z� ,!", 71 ._- � - �, d -, - .., - I ­­ . 1, , I , I y� h(L�. oris.trilction se � I L I il : ", . ", .�, o . I � 1. 1, � _. '. ,-. -! � .1 W _, I 1, ,. _ - , , 11 . '. I � - I . 1''. I . I . 11 I . ' . . I .1'. . .. l' _ . I "I � � . ".1, , ,�. 4 - ,',:' �­ -, i 1�#I, 1�­_ " fl, ". i 1 7 � -., ,, �, - - , - .. ,, I . I 11.1 . :�� I . I I I . � . __ . . . � ,,� �� � � I I . I .1 � � ­1 � .t, j,:, � :, I t t �­' I" ;, .111. , . ,- , , � , I � �. L I ­ . ­ I crossings Shall I)0 (,QnStrLlCted, So ,is not "to interfey:e with the flow line of the dit'ch, . 11 � I I .. 1, ,� 1 1. �.! 2" L" . . .� ., : � . .,��,,;%­., �1' ��` i- , " � I � : , : I I.. I i;4� I , i, � 4 , , - , ., , - , ' I I'll I.r ,� , : I 1� . . I " , �': : t � , ". ,_ I � ., . ­ I 0 I . ­_ I be�a�lowed in .-the.' trenches while'L the 11 � i I . I I I . �'11 i "' ;." �­ " " �,� "'t . , ., � _ at6r in'' It ater sh',:Ll*l I I , an also to provide adequat e support to the pipe line. _4,�; - .. .1 ,�,)t�(;­. �� ��, .,XQC'vatiorl,, IV, I . . F . . . c,­ t., ,� _ I " le I , : ,:, � . p..fve � ,I . �. . d�� . ,. , . , , ct . . 1, J , �: .. I I V_ ; ; , ro,:�, b I "' d - -_� Th ' ' f a jr6de;rn" � - lent' �and a tu4.te well pdirit, syst . e�n , o f- I I . - I . ) - I I . I I I I ,�-, � ., I I .41�11 . . ,�,� ,"�­:�. ,,,�,q 1 . �:­` , , I I . I 19:4ig all ,.1., ie, use., Q . i �,&.� � .., . I . �.�, '�_". I - ­�­ ,. . i-, , . � '�' ­ Z I .... " I I . I ; I I . I � I � ._, " ; 11 I , , dW' t, -,req1uii,6 . , I , � I , I i, y . tile '!:L - a I I I I . �'. � .11 " . , L I , �­ '. 'i, . ­�. , . I "'�_. " l:, "! , i, , � 1, .. , , �,,i., , " . . . 1, ` ' � , I I . .7 t . , � . � 1. . . P I , �, . O.t , C,Q�v . Ill be. per mif tted onl * b - 11 I I � I d. I . .' I ,i ��h'��,wil!�,;�e' 0 J1191. mewl,q,of 1, -9,1 elIng w , ., Y I "'.1 ''I., 1.11%, I ­ ­" ��'� " I :,i,�, 11 I- .1�j :%­ I `1_ ' Q' I ­ .. . � L .� . 1 , I Tests: I All pipe work constructed -under this cod tract, shall be Subject I I .1 ,. . I . , i . 4 1: .11, , . I � . 11 ,. .. � I _ . .. , , 1, . .1. ", , I 11 I - � ilL 1. . , . .1 I � " I _t_ The tt'ra6tor sihall hot' open , u morQ -t. -nch' thk .;. I . _ ­ � �,l , ' � - , I . � ., . �_ �._ , . L I I � 'Ova 'the Engine I i , . '. , �: � , , ., Appi 1. Of' - (b tn the availmmmir , -, : . ., � "I . . I : I , 't, ,,`� ,-j., . . � ,� I "', , , : � , p to visual inspection' for faults or defects and ally deviat s from. the plans 11 I � � . �'.. .: " , , ! _. i� 'k , l � I '. , � I , , � .. I ­ I �, -, ", I,, � � . ... " - � . I I I � . � % � , " i ,,,, ng -, , . es,; I ty . , . . I . 1. .1 I ` I - ., , '' �-.,,: � ,: " '' . . I'., � ab�p.,, �, ". ' � ar e able to denttlar. - , ThO.. Qoatrac tor'sha_tl assume r0spopSibili . � ,� ;I " . . . , �7'1 . 1.4�)� 11�4aLlitl , I ". . -A I ,. � , . ` _% . �,�,,, a- ", ,.f­ :, , �,, .. . . . - . I . ,.LRCI specifications, shall, be corrected at once. All tests shall be madeLby: the Contractor . . � ,.,;.. .i, , ". , I - �- ,,- � . . ,;,­', �, , I- 1. O I, 113J � .e, L Or ln� or: � i � - I 11 . .. I --L -1`� � 1',,� . " , � I: � .'!_�!":�.,�- I ,,, . ,Jl,�J , - . R � ' '"' '"' " t ' fere"With t tie nQrmal ,aii ' . , �,.,l" , ,�� . . , , " i, ." I., f, - -wat " 1. , , . " ,�, � PEI - � " SPOE40g'. 0 a " � .er � sc) J s no t t, ' I u , . dt' nage - of I - - I ra: -Ion - 01, - sy, I 11 L,!�:; �. , * , r �� �,:. : � .'­, I 1. I f.,­. � "11�.,Ii.� � ­.._ � :�,�­�_,.-, � - � .. ... 1. '' I I _1_ '. - , , � . ., � � . .', i In the presence of the,Engineer; lithe allowable I in-t of it' V1.. - , . . I h . i .. 11 L . e sewei 9 ein 1 . . ,� .11, -king. , In - r,lb .ca , shail I lin'Q� bel'nigr liistalle�d be ' , ­ � � .1 ,�. , - f 11 I i. �, ., , ., .. _,�:­­ I , ch ­110 is wox . . , . ;.1 ..� ". .- ,,�� I : � t�--. ", � 1_� , I I. , . , ": 1. ,.:", ,� i, . � . - I ., ''i, � . I -so,. " - -1. � I , � , , . 'Unk, ater, - 2 -s - mile � �, . I I., J i oil any one tl rmtin oil 1, ,ill s xceed 10,000 Lg, I - , 4 -,ill e, pei K ho6t pet I I , . I ,;, i I Ill not' I , � I ,� � f,'., i I ,. i p po . I � � . . ::1 I � , . '1110,US I �, - . � I I L��i. I , . i . I , . . 1. '. C. . � ;­ ­ - I . , % ., I ­1­1 i . . ­­IL'� i,, I . Ei Such water alid,'the encts'-6tqhei pipe'shall be kept pi;op(�rly and actencluately I - I ­ I , ; . . i,, ,_ 1­11.. . .1 . ' . . I Of sewer for all sizes -where the 1,rivert of tfio s . structed below the usual . 1. �;o I.. 1:1 , , " � .1 L r � *� _� bl. ­. I . I I I . ' ewer is con � I '' I I ) , . I . I . I I , , , ' ' ' ,�, ,;-" , . I ... . I � � . I I I I I � 11 ;, 1. ::, � L ' . I .,�,_, .- :, -1, CL C L - -action, by the u�se , o appilov . .i , . �.�!� 1� . . . , �, I ti f ed stoppOrs and not be improvised equipi- . * , ". , , � _ � : , _ I I , "" I "t , - elevation. All expense of �the above tests shall be borne by the Contractor , , � ' , , ,, , , ., , - , . . " -, , � � -1 I 11 "" 1. . - .. ., I , ground watex 11 . I . , � _, ,� �;, W 1, I , I . 11 I . "" , i, ��, "' 1� i I" i . I . : , . �, ," I I I 1 . ,,.It Qssary, preQaution�_'sh,ill be taken to preveat the ,entrance of mud, Sand, 'Or I - � I . I . ,�o� .. ,1 , � . .; I '_,� . � �. - ,1'e� 1�1_ I �.. ,­''... 11F; I"_ l , r- It I , 1.1, .. , I .1. . . . I . I � t , , .1 I I ; � . . I � ,.,� , I� -, " �,­ I �, I 1­.,. , , I , , . 11 . .1' and be included in -the unit price bid per foot of pipe., . . I . . " ,� . _111� , I . I . -, li­_, , t el? , I , '. - . � ., qi� . I I � � 'L !,�,� '�' �,;, o " Evu, tulg mat. er�E;,"IlItO tn.0 PiPQ I . ,'and on completion of 'the work, any. Such I , , , , , ,,, , Ines - 1. I . . .1 I � " il I I , '-,� , I . , . _ ­ I . .� ­ ��! ­_, I �_ ­ 1� 11 1� � " I � 1, , ;;,� I . I,., , I . 1. . - .. ­ .- __ I .. . . I . ,�. I I . � . - � I I I it I ,� , -1 I ._,�'11'1�"'I`l;-1�1.1 -�",t,i,:, �� ''.,I . , 1. , . I , "I , i-, ' ' hay�,.,'V led tfie:pip' *lines'mqst' e clearied out so that,'the ent1re . I . . I I . . I 11. I - �.. , - .* la, 0�tei e --- � . I � I , J..!,; 414�qv d­.'Wi�cti cly. . . ­ . . ." "L i ." 7 11 -, , ,,, I,,till'­ , 7­1 .- . . � :, �(` , ,.", . , I , ,,, _., . , , , " ­­­ , ___ ,. ._ .. I . b "I , I �:� �� "­, I , .. . , I " I ­ I 11 ­ I -.- . I '. I- , f . - ,� �,., _ � I . I I . - ­ . i - � I ,�. . � , I i . ".. � � � . ­', 11, , , � �­ . *466 w#1 �,15,( !`,,lef� "I" Q� QM!iluicl , unobs t -u. ted. � I L. I � -, - . I I I.. , � l I , , ::. , , �: , , E I . , I '' � I I I .1 . � .� ., I � i 'i I ; I I I'' . :.":.. , �,,i, � '..�, '-'-�,, , , , "' � _' ., ,,!. � . I � I I I , I I � .# i 6 - I , , . . : , , , . � � ' , it . : � I I I . ,� , " �, ­ i, - I , I , �'.- � �, I. �t., ",I " . � , .� ` , _; 1 ;;' "' I 'I , 1, - :.."'.., _. � � . I 1: � � . I I . � I '� � I I . I : � ,,, , . , . . . I 4, , "' ' , 4' � � ,.' ; � I . I I ; I �, ,� , �, .� , � , �`� , , , ., . . I .. I � I � , I . 4 � , I . 11. I 1 - I : I I � % ", '. . , I I . . I 1, I : ., �.., ,:,� ,,, 11 I ­., . . . I 11 I I , *, . .�,.2 07 ��'-.,',,':f3aof�t-,'�:,Lling!:,. , Vter �piipozi have.: beed­l,lid, ,tested, nd ' " d, the trenohe8 , I . . .1 � .1 � '_�111 � . 11 - - � �'. I - I . ,,,,,, � �� I .. _ , , 4'Z 11, I t� " . �, 1, " 1 . I i_ � � , " .. t;� ,,, . . I ,� I—. I , .2�, I . - .. - __F \ . Ir - _ I , . ' ­` , , , "'I - _' ,wrth.,f! 011 '' , " , I -i �_.,_ :1 ._�.�,. I,. 1, � - V 1. " shal ,,-bb I, � I . , I I ,, Pap aillkl � -he ''d `r 't , als h-66 Of - 6 , "I , , "J." S ticks ­;�. I., . 1'�_, , � : _-� �- ,,, , ,_1 ­�- 1'., oose, se , ept-e - ma e:t � 11 .I .. � � ," � I ;11 , � 'I. � locs, C umps" . 1 _.. I. _: .;. I 1. " - i", - ;�,- . .. I I ­.. I . . . I . � � � ). � I . . .. " � ;,. � , 1 . , ­:� I , I - I I ;:.� , - QRQ5 � arX iis ma bria ca1l I . , I I � ` . :., , " , - , I * " , i .'- hall" 0� , , ef 111", Y d6py "ited on * bo th Sir ' ' , . . . I . , , . , I , . . , � � , ,c�L � ��, , I ,$t �� ,Tqrp,iq.n,,. rrit�xt(bri'.�- T1 t" , - des 'of the . : I , 'i! -11 , , k I ��, � - , � :1 ­ . , - , . , - " , I �. - � , 1, -,� n--.,.'_ ,� , . ., , � " i� �, _1­1 � ;� ,. -� ., V,�� _." ! 1� , ,,� -IV, ­ . : , q .- ; . , �., I ,. � . �,- - t � - - I , , � I I I, ,: "! I I �� I ,� I . . , I 1 I I'_ � . ­ - ..� �, :p1g.p., "ab,�,thq�-,,%.W�-_ �, I : I U.tid�� (�h' i-6.ughiY, t� * `d", "d"'I"L ct',L�'itll. enough 'I fill has been pla6eO � . I I t, -,., . - fit ;� I 4 � , , ". ..;!,�� . - � I ,� '. :', , I 0� ..9 _ . 41ve an. ''i, rrme � I . � I I , - , , - : .. I -, IL 1, ,.�� ,.I. I W. I i�� � 1,e­ I � ­'. I I- � I I i� . I � - � 'i.. I �, . . � I � , .* I . . '1­ . " �,­ ,a: atI, lea:8 t , i ' ' * I -6mairlder . lie -i . .." p . . - ­ I- I . _. , ,t� " " , ,,, - L . I ,,,, " , 1 '' 1. - , �, I �'.'�� . , .11 ..1'. P,�`a' ovel, . I , , I .., 'L. P . h6: 6): � , , o. �., � .1 � " , ­ � ... I I . . . _ 11 ; o , �* , � , I .:, I - . , . t, �, , 9,�. _ Y, V6 t oll of, the PipQ - - oft WA TER AND SEWER :� I . I � 1�;n;,W�67' _ .,Ci,."_ ,. " ,Ilib i . �., . . . -�-4_` I' "'I" * I , . � � . I ­'; I _ . . i'.j, �1- - ,� � ''. � 11 I � I ) ... ' .­,­1 � _., , I ? ". I - " �; , ,., . . 11ty"Ic, - 111 � Ono 7 OO_ layers ampers I e used So, . � ­­ � , � ­ �1, , I ilk . I ,`:!:�,l � - , � , I I I � . . ­': : , - f -, I - "" f WwO '" f I ­ I I � 11'Z, x I I . I . � . � �, ,,� I t­1 , 'dide, i t l - �. � �, a�&,�t`atflp� , - Lif i., � "' t t , * . _� , I � ..... -4. . . 1. li&�.,.�,-� :. �, 11 � I ­ . nvst'. b." - . . I '. . � � I " ,, I I � i ''t ; -­ , . ­i I �. I I � �I I I , t . - 6,Llgbll d before ilicte -1al is r, ' '� � , , , ; ,� 1. T, , I .; " , . ,:,��i , `­� L " , �� *"�. , � " _ " . ­1 ;�,:�_,`, ' e� �-�-,i6h ',� ' " ti f pt oT,,bab<fill'.w1 , 1;` it 8 Lcien . I . 1. .� �_ � I,- .�( R. 1, I -i I 11-1 , I t I' ; �' '4U I�e tho- I I v, '604, 11 Ee , I .­�, I TECHNICA L SPECIFICA TIONS �. . '�il I . li;dl, ,l�­ : " ,�' '.. l, . I "'; � , 1. . ­ "i ,��Li, 11 . I 't'.It,­�:�,i%:,; 6.1", i "' �. " ,!,. I I , I I, . . .." " . .'­.. . I I .1 . - - _ , � I , . , I . " _� � L It e _ I � /1"N f � I I . . . � I ��'I,�.,;,! .1 - ill',Over an& 4xb ; ':I herq.,,-p4vement - * ,shc` 11 b ' pl4ped I ill "I , "I , .�:"" �3c c ect.,4 ',,. B�tq�f tk b6",�",'1-,dd* ' I . 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I , p, :r-eqLL1:r0d." ,, Wherey6r",'tret! � oh' I " ' ' ' ' e4h .,,p-:rbpbrlv. f i GROVEVIEW " VILL A' ut �', , I� '"! � '': _ .. I _ ,,, 1;1; ­1 ' .1, . � , I � I l � '11*1 .III I 'L , . ,�L:e ' ' � ,f, �,­ 1, �".. ,,,, ­ ''Ll, , � . :,/��'',i , . � I . I . - �_ .. Is. - t'' ;1 li, h. �Ir, , 'I � , I I " . 11 . 'e - J �. , , , i. : ­ I "I , � 11, � I`- ;, t �': � - .', ;,;:L"�,i , IWI i . . , , . -, � I � '.1 ,, I �, , . . . ., � I 'i, ­,� ," ' ' t6h ish � ­.� I . . - � '.1 - " ': 7, � .- ` . . I - I I � . I I *�, "", �� , , 7 ­,� ,, � i. �, 1 -r4 � � ,_ t "_..:�, '(4,stli'T"' ' f t ­.-,�'.(LL - c. '' e ' ldi�tion ,,'W,� t1ad P1'101�, t . Y - 'I. :. _ , , � S1 k4'tj' 'S �"I'� 6y,',," 1�alli, -ax,ic , s� 1 ' i �'. , '4', , �0(1�1'L- QC001 9 ?',stdtable material and - , . . � _0 , be'd I e ' ,�, - ,,O _ , I f �l "d " ed 'off ' ith' SEMINOLE. COUNT FLORIDA "' ' t"'. 't , f �� itt � � ,_ , all be' res �0_re I to th Saw �,(�, � I . _1 L "', I � I. o"t I , I . 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UNDER PVM'T -m • `o %� ��- 1 �_ I1/2" CHAMFER ' N -- \ CURB i0 MATCH ADJOINING CURB SEC. — a SLOPE SAME GRADE' AS PIPE #4 - 12" 0, C., E. W. NOTE: SECTION A -A - NO CURB a GUTi,ER WILL BE PAID FOR WITHIN THESE L I .JCHORD „ I a I/Z ---=-J--- �- 1 6' 0" C H O R D __406 FOR I OLET NO. 6, 1 TYP. LIMITS NO CURB a GUTTER WILL BE PAID FOR WITHIN I,_ F6„ 5' 0" 'I �-- I-- _ - PLAN THESE LIMITS NO CURB a GUTTER WILL BE PAID FOR WITHIN THESE LIMITS NOTE: 4'- I I �B' Q 4' - II 3/8" QI- - SLOPE SAME GRADE AS PIPE 2'_ g" 4'_ p" 9" 10'-3" I tD N co I SECTION "B - B" 1.0 SQ. CONIC. POST v TTH o DIMENSION SHALL Pr 4" SQ. CONC. POST RECESSED NO CURB a GUTTER WILL BE PAID FOR WITHIN � - BE 5'-II 3/8" FOR INLET PLAN 4" SQ. CONIC POST Sv Do- o cD -� - RECESSED I-'�4 _O NE b'- 13/8 O. 7 I - 4 THESE LIMITS RECESSED I-'*4 _ �- —r—�— 4�� ' 4.- DWG- h I° ° Iv - - _ - rIII I. 11 I�I�II I I I 1 I ]_-w PLAN I I I cD I I I cD C ra „ - 6 O � z I cD J ' 2 e �� THROAT SHALL BE THROAT SHALL BE 6"z I to N SECTION X-X 6" DEEP WITHIN DEEP WITHIN THESE LIMITS---""""" IMITS - 4 F/// 4" SECTION "D- D" THESE LIMITS I 'm �41/2„ v ° ° v b TYP 3/4" ANCHOR BOLTS 3/4" 0 ANCHOR BOLTS 0"��NOTE ALL REINFORCING No, 59 12' 12 a' -0 "' .� 0 C AND PLACED IN MIDDLE �._--- SECTION "C - C" 0` 3/4" (� ANCHOR 0 \0� 6 4 - 12 " 0 C., E W. OF SLAB UNLESS OTHERWISE NOTED SECTION "B - B BOLTS o`F :N TYPE D-R CURB I LET j IE� NO �sO 5EE a� a1 ` ��ti TYPE D-L OPPOSITE HAND co _:� X DROP CURB � I ° � ,�• S � � � PVM�T AS REQ'D. 8' 4'-0147) „ v' SURFACC ID \ _ / ¢ - o 1/8" HIGH —� _O :� vrrrirr rrrrrrmLr��na 1' - 6 " MIN R A D w (SIDE OF INLETS) a..'.o :•'.�.. "cp 4 # �I E. W. I'- 11 7/ 6" 2 - 0 w o- a I I I ro �C- 4H 6 AS SHOWN 2 9 > A PLAN BELOW TOP SLAB A I 1 I i #4 I0" O.C. � • # 4 12 " 0 C. PLAN BELOW TOP SLAB PLAN BELOW TOP SLAB CURB INLET - TYPE C-L _ _ _ I _ — _ _ I I SECTION "A PLAN CURB INLET - TYPE A CURB INLET- TYPE B TYPE C R OPPOSITE HAND FRAME 81 COVER L _ I I I 1 U.S. FOUNDRY a MGF CORP 1 1 I� I I 6'-0" GENE RAL NOTE MANHOLE SIZE O z NO.33-C �L FRAME WT. I18' CURB DROP i o.. - M.H. DIA. PIPE DIA. a o 8' COVER WT 70'� I I a 4'-0' DIA - BRICK 4 -'�4 SPAS SHOWN i l w 4' _ p" 15"- 24 N HOOKED INTO CURB I J - - - 1 _m " - OR 6 0' DIA. - Z, 6 9 / 1 51_011 30"- 36„ � --_ � 5 o z / 12' - - / 6- 0 42 - 48 / \ BRICK J \ z- orB a A or B ► -- -- - _ O U\P II _ _ ' _ r ° ' °.- -. '•° • •' PLAN SPILL OVER INLET 6 3 O A OR r1 ' ` / 6' 6" SQ, OR 7'-0' DIA. TYPE A / \ 8'- 6" SQ. OR 8- 0" DIA TYPE C END VIEW 0 i / � TYPICAL SECTION SHOWING WALL 6 \ THICKNESS FOR MH DEPTHS OVER 12'-0" \ / 3/4R 3/4.. R TOP PLAN ? - _ , •..4- -r<, _ .- . • 9, ., .� •• t _ PLAN BELOW' CORBELS TOP PLAN 0 " _ MN A a C MH D MH B 81 C ` cD h m a r # 6 6 0. C. E.W.- C.I. FRAME a COVER a , a, ° • r ��' o c 8 C I FRAME a COVER I 3' - 0" I o>Jo�O �2 - Q �` il Q 0 - 6" TYPE B 6 - 6' 0. C., E W 'r h 9��_TYPE D \%/\oOO 2-0' I - 2' -0 1/2 " o , - w z ,,_ ±a CONCRETE VALLEY GUTTER MIAMI TYPE CURB CURB a GUTTER o w w I/2 CEMENT PLASTER dg 2'- ol/2" _ w � j N 1 O H m N � _ a z `, 5' 0' 2_ 0 w W O D -a, 4, 0.. 00 � 1 6, I' _ 6" STD. G81G _ PLAN _.l—� a) LLv -�, B„ W_ w I C x m VARIABLE 00 � I v w BRICK _N _ N W CC 0' O I tD CD Q GROUT IN UNPAVED AREAS I/2 CEMEN-i g m I I PLASTER IN w ' I 6'- 0" DIA. - - 1 I PAVING 1 SIDE a OUTSIDE > ° VARIABLE a a / I - 9" GROUT SECTION "C C" itil,. C 1 \ ` i� C LL O 1/2 CEMENT 2.- 0 12" PLASTER DETAIL OF CURB TRANSITION AT INLET - f I l I 1 :W 4, 12 0 C. VARIABLE �J E.W. to' - Oil 24 O' 10 - 0" CARRIAGE -CONSTRUCT BOLTS B" o w 1 /4, 12' 0 C. UNDISTURBED E.W. SOIL 3 - 4„ RED O 4"X 4" POST 2''X 8'I REFLECTORS SYMBOL DATE -O REVISION SCALE j''�VIEW °'�- 4BLACK STRIPES HORC• NONE � � C VILL A'G } VARIABLE I ON WHITE VIERr. �]� �/ /� ]�J UNDISTURBED DA� 1I 1 / ® !"1 1 Y SOIL SECTION _N l I I I , l�- LT.F. FORD DRAINAGE STRUCTURE DETAILS 1 SECTION " B - B" SECTION o \\ 1 r \ ' SECTION A- A I 1 I 1 PosT sE"r IN, UEaICNED tlY - IJ f-I I_I CONCRETE MANHOLE TYPE B 81 D MANHOLE TYPE C FRAME & COVER DRAWdrnc N BY MANHOLE TYPE A ITF CHECKED I (SEE SECT "A -A" FOR BUTT SLAB DIM) STANDARD BARRICADE IT.E (GREATER THAN 4' IN DEPTH) ( TYPE B -4' OR LESS IN DEPTH) APPROVE eY C.H.T DRAWING NO. � � � � I SHEET � p OF 17 w • r; 1 �:. ". ar.�... t � I. ;: �.,�. i i.,. sue... �i+'..: ii: - .5--'°.d-.i.__ _ �.._._—. _.... _._ — -- u �—___...—�_—._- a„ • K&E 11 2155 7-72 51265- I 61 211 PLAN i i i , 811 I 41_0 II • 8� -/ GROUT i SECTION TYPICAL MANHOLE �I CEMENT PLASTER I 'AVED AREAS TYPICAL 1/2" CEMENT PLASTER 611 'VARIEL I I �� --- - -- //, __ ---_- I PLAN THREE PIPE DROP MANHOLE 3'-0 FRAME a SOLID KNOBBED COVER SIMILIAR 0 D O OR EQUAL TO CLOW N2. 3240(SUBURBAN) N2 3220 (CITY). SUBURBAN STANDARD WEIGHING NOT LESS THAN 40OLBS. SANITARY CITY STANDARD WEIGHING NOT LESS THAN 540 LBS. SEWER ' LETTERING SAME ON BOTH STANDARDS. MANHOLE FRAME & COVER d 4 -0 I STANDARD 1/8" BEND WITH a d, � BELL REMOVED !! _. - NOTE 0 LENGTH OF V.C. B.aS. TO DEPEND ON M.H. p I DROP PIPE TO BE ENCASED IN CONC. (SEE PLAN GROUT ABOVE.) CONC. TO BE INCLUDED IN UNIT PRICE 4 b OF DROP INLET CONST. _�ij� _ o _.. WHEN MANHOLE REACHES A DEPTH OF --- - 10' THE WALL THICKNESS INCREASES TO 1211. v ._ =W ` * i • • • i i do • I • r • r -W 4 0d 120. C. B.W. LLL SECTION DROP MANHOLE - DROP M.H. REQUIRED WHEN DISTANCE BETWEEN PIPE AND M.H. INV. EXCEEDS 2 FT. PLAN FOUR PIPE MANHOLE EARTH TYPE t1A11 MAX. WATER'LEVEL UN JOINTS ARE COMPLETE INSPECTED. o „r. to ;° CAPPED 14� 4 611 w a i i CONC.--��v'rf-� TEE FINISHED GRADE - LAY SERVICES TO PROF" " - IF DIRECTED OTHERWIS STANDARD CAPAND J01 6"Min. ALL AROUND PIPE NOTE LOCATION OF SERVICES SHALL BE DETERMINED IN THE FIELD. CONCRETE SHALL BE INCLUDED IN UNIT PRICE OF SERVICE CONNECTION SERVICE CONNECTION_,, 11 2x 6 riL -. %ND - TYPE 11 B & C11 TYPICAL • PIPE FOUNDATIONS 2"x 6" BLOCKS PIPE OVER Z%8" STRINGER -` NAIL —F I I I I j I I I A I i I I � \ xe 211x3%6" WEDGE PLAN TYPE 11B11 FOUNDATION I<LOT LINE I 8" 12' Max. 8� L T LINE ,r 0 i EQUAL EQUAL _ R/ W o `-4"V.C. SERVICE - - M.H. 8 It V. C. 4" V. C. SERVIOE 4" V.C. SERVICE EQUAL EQUAL LOT LINE I TYPICAL CONNECTION A CAS-1 /� IRON PIPE -I NOTE I I MINIMUM CLEAR COVER FOR REINFORING STEEL SHALL BE III THROUGHOUT EXCEPT #4� BOTH BOTTOM OF FOOTING WHICH I SHALL BE 3 Min. COVER. FACES 3-tk 4 0El I• FOOTINGS TO REST ON FIRM UNDISTURBED EARTH . LI SECTION Min. PIPE Min. #•30 TIES 12" O.C. w_ I w < < # 4 0 BOTH FACES 211 3 - # 4¢ wl 4- + . �+ --VARIES ----- -� ELEVATION 4 • PIPE SUPPORT r Q II p\pE• WEDGE — L—--L 211x 611 •� I - DIMENSION VARIES WITH LO PIPE SIZE. _11 SECTION TYPE 11C11 3LOCK { 1 3 WEDGE CUT FROM 2 11 x 611 FINISHED GRADE . �fl�lrl'lll.=fl (= II l�1111 111=III�I(I:/II gym_ X 0 0 0. D. -N PIPE O 4 CONC. 6 �. 61 O O4• CONCRETE INCASEMENT MOTE: rqC PIPL TO 13E USED Fog, E9C4SEI`IEhj 8 11 Min. aN 8"x 12" PIPE AIL 211x 3" 8" WEDGE 211x 8" BLOCK --- 2" x81t STRINGER B NAIL 2%8" PILE co i r 1 SECTION TYPE 1IB11 PIPE SUPPORT �40R10r4 RiQ, M,9 ¢794 TYPICAL DETAILS SEWER GROVEVIEW VILLAGE SEMINOLE COUNTY, FLORIDA, CITY OF SA,N FORD DATE 'SCALE Jb�l'IN8� SIMMERSON AND ASSOCIATES C FILE NO. DRAWN 'CONSULTING ENGINEERS GV-I8I D.E.K. CHEC ED DWG. NO. MAITLAND, FLORIDA�Ft1, DATE REVISIONS FBX APPFtQvED !� • A • JM1 s. Q1 f VICINITY MAP SCALE: NO SCALE ANS F pm OR 0 CONSTRUCT 9 0 lNiru-""EX TO INE)"AV�,�IN�]G(-- COVER SHEET i LOT GRADING PLAN 2-3 MASTER PLAN 4 -14 PLAN PROFILES-G.P� D,, S.C.S. 15 PAVING & DRAINAGE SPECIFICATIONS 16 WATER & SEWER SPECIFICATIONS 17 DRAINAGE STRUCTURE DETAILS 2 SEWAGE COLLECTION SYSTEM- MASTER. 3 WATER DISTRIBUTION .SYSTEM - - [VIA S-r ER 18 TYPICAL DETAILS -WATER 19 TYPICAL DETAILS -SEWER -s.. ;.. � _ .... � Y;. ., � �:. s w, ar. ' u •.oiz x, ��-f G{ t 1 ... ., .. .......... .. ... .......: .�,._ ....` , ,.. r ,.o-�.�:x. .: v,. .. �_ a. City --- Recreatlon �`. A"a a �; r r r r . r i r %, W` / C/T Y L /M/TS - - OverF/ow Structure And � ` with Skimmer ,ed31117Y V. "Rep_ FL • �2.75 50/5"RCP 1 C/T Y L /M/TS 54 53 52 51 50 49 46 47 46 45 58 57 56 55 1 } 56 57 58 57 56 S3 54 54 55 ' 1 Reten l /on i0ond �/� �.Itrll %5 o"i �J' @E'c(1►� MUI c� See C' Ica r-� �G .D BQ \\• \` � a ire 1, i r, l•c F� nc.e a� bt/esf '� 37 ,.: ' `\\ ,�.. berm EtI. 47. oQ �� y C► lr C *T l 0 Q `A - A' �" N t O F..a P o W D35 A T T _ Cl TY L iMiTs V u` C DI\ r too p \ 5p / , \ 9 O ix,/ W f1 Izr_,o„ _/Z lo'_ 6" I,L, ��I IZr _ fir, 131 _�Ir co1� G u P, U T \;. _ \ ~- _.".'.__/_ -' i-~ ^, - ;•-. -y A __ -'-- / (9PE 1. 6` 114 32 .E D E S I ) O / ---Irmtl�` - �, - j i r 30�>� i1 l C R E T E i r, 20 / i /�� fl2-36 RCP woo I �"L 14-8 6� ( A pp� G / ` _� `—� \p''� // I r � 'l+ % i , ,r � � � O II ) � !� IJ, � � Z C 2Q'_S IRCP 280'-36" CP i'� „� / f l I/ �` 13 6RCP, -'\�QQ p W i a N s NrT,S1 5 IX — '� zG i D �8 a� , \ \ / \ C/ T Y L /M/ T S OV E I-IO LOW CT. - Az' �P , 50 I � {/ _ /' - -7,-- - I / -- Jam,/ ,�/ ' ' ¢_ \ \-•_ �\ _ +`\ '`\\ �\ \ — \\ \ \ NN JIV c� ._ 1 , \ \— ��FT \! / 18 ♦ \ 1 l\ �- \ 1 \ \ // f 1 ' I / \ �'It I L / i 57 \ 58 59 K 6E 11 2155 7-/L 51268- I- t '4 r' r 4' V v i i City Recreation Area C/rY LIM/TS -- .: 57 co 58 59 57 56 55 54 a Cl r Y L /M/7*5 54 55 56 57 58 ? 49,18 4 / 4F: 45 58 5V56 55 54 53 52 51 5G I �A A� s y 00 C ACE 2 5 `fir APr{IG - GR: lo° a, 6 ° �1 �. Cl T Y L l/`9/7'5 ° �L s� T) 0\6 0" SSE Df G,� nr-,17 rX MQW, ; � I •rIfJIS� i \�� �1�` 77 i 1 LAKE MAKY bL Up. - RE - GRADE As s�la�iN 5,,( 11 s 4 O K DG0NT0UP, LI S 2aD' Sol v L R- I E0' i - 45.2 Q t15, 2 p 1 !.. 10 CDT• A20 S C T 0 H p H0LIMITS OF L rI1T _ ,tL AA ArO AB 1 5 , `,'T I I , f f i 1 45 44 43 42 4I 40 9� 57 56 55 54 1-1 52 51 50 49 48 47 46 W/Q TE ----- \--- >~ u 15 � . g' Wafer 6fI INGRO L C7e-tQC> CITY OF S A N F 0 R D Wa -i' r r--I a I f-1 e �A�r ja'I,I $ SIMMERSON AND ASSOCIATES SCALE ., Jer vice Line Z2 !> n , ,t r� , r n � ti, , F t � �'y DESIGNED FILE NO: Ire l-I dr-an-} JAWN CONSULTING ENGINEERS DWG NO:.`. —�:-- C�a -I�� Va I ve CHECKED � (`� S MAITLAND. FLORIDA -r-O f flow-oF�' �/a��e APPROVED DATE REvI�I NS i 6Y �J rVi , t� • • f T—` i 1 I ter_ 4 o ! r- I I I ' I - -. - u-, I -LQ I k f I I � I - -Ifl I .__ _-- - - - _ - � Lu-cz. __ - -- -_ . - - - -• - spa � i - --- — _ - --------- 7` I _ _ I —., ____ — I 1 I I I t, i I , t _ I . — — — I , - - - i I �_ r I I IN G Q - - - ---- — — --- - =- - -- — ---- - - - - - - - - :p ;e- -- _ o r { I 55 —- - 32� r I _ a � _ r r - r I - I k I I I - - _ _ i-- --- — - - — _- Y - Llo 3Q - -- --- - - - -1 --- - -- - __ -. --- --- 9nL-- - -IP ---• -s_ - I� - -- - --- -r-- - --- _ --_-J - — --O- --- 1 --5 . _ . _. -- -I- -r- —45 -_F - -L 4 - I I - �I I —Ir -GI,I-- -- - , r Ij I� I - -1-.-- - - --- ---II -- ---_. --- ---- - i• —I�r _— -10 145 4-60 I M5SI STII N4Sp 5OI t�4NO,49 NNd Vy'���- o .1IM ••2�_I ��II4VlO VCP C 0.6S CL[AH OUT 2- 5 CWITH .U00lI �8l cn cp OVE EXIST � AKIDA POWE K' ��1` lr CPP-E (21�'/ L 4 TY P 5 1 i E r L 9.99 -30" S r \ J J 4 tiI, 14- \�\ : . �o4"s piR , P N N° 13 YPE IhLE 7 P-- R- E�. TOP F+L.2-"NE GR0VEVI W VILL- A GE I0'4T12 F. L.47,27-5B"SE I N 4T02 NJS SEMINOLF COUNTY, FLORIDA SEA DWU Na 6 pK PLA- FY OF SANFO RN® DATE SCALE Ja�ClI SIMMERSON AND ASSOCIATES D FILE NO. .` CONSULTING ENGINEERS D �S U c AP R-Q ED DWG NO, MAITLAND, FLORIDA 4DF'IT;1 DATE REVISIONSCSY N� • , j r) 0 m fPRI�UG V,,lf W 52 .y i � 1 ___..__..__�� __._..._..��.� __—v.� ti .. rawaa�+�+wa�a-.-- :' __ _ �, is i_ _ .___--.------ __.r.___�___r. _ --__ _ _-_.._. -_.-_-.-.- i2` 1 V N Y 6 6 4 I --ter } } I I � i I 1 Topp I Y 1 1 ' ° 5 � 00 ° pip' 5REQK AT INV, I SAN, M.�. 0 2 It`lP,37,29NSI I Nt.D t.=X.ISTIN0 WCT\NELL C 3M41 R�-SE1 '� PIMPS C K 0 P e 1u t4I5 C Levl ) W� 7 W[-Z AN GR0VFV1tW SEMINOL E CITY TEIQ I — V DESIGNED SIMME•RSON J Iyj i 8 PROFILE V11 LAG COUNTY, OF CSA N, O R scALE AND ASSOCIATES ' NNTED :•FIL.E NO. CONSULTING ENGINEERS 5V."I81 DWG. No MAITLAN.D, F,LORIDA n ,' I Or l?' 1• J AWG CHE KEG f M REVISIONS DY a JPRQ ED M 9 3 4 El " x 0 6 shall be maintained until the base or pavement has been laid or SECTION IV - BASE COURSE Maintenance: The completed base 3hallgbe allowed -to SCOPE: The work covered by these specifications shall consist curse until the o moisture can tent. is acceptable to th�� E.n •inner; ��rnishing all labor, equipment, materials and performing until the aggregate materials for the base or pavement course 4-01.' Soil -Cement or Sand -Bituminous Base Courses: The compo- P,, g all operations in connection with the construction of the have been spread•.in place. Additional rolling with rubber tired rollers, or other,"appove`d sition and constituents of these ase courses shall e under the P • n and drainage in strict accordance with the equipment, may be required during, the curing. period. The base grading, paving g • design and construction supervision of a competent commercial course shall be maintained in a condition satisfactor to`.,1=he cifications and the 'applicable drawin s. 2-05. Disposal of Excavated Material: All suitable materials J P speg engineering and testing laboratory, which shall have an Engineer resulting from the excavation shall e used as far as practicable Engineer until the prime coat is a lied. When the finished 'sur- registered in Florida as one of the responsible officials of the Pp J , y� face of the base course has become lazed so that .the riin ;coat SECTION I - CLEARING AND GRUBBING in the formation of the embankments, subgrade, shoulders, etc., laboratory. Design mix and test: results sYha11"be submitted to g P.r �; and at such other places as shown on the plans or directed by the -' will, not readily penetrate, prior to the applying thepr�me coat, the County Engineer prior to construction. shall be removed,by 1-01. , Clearing: wring: The surface of the groundthe laze 4for the entire Engineer. 9 y ,power brooms or other equipment, as area included within the street right-of-way and also on lots Sufficient mixing shall bV performed to produce a directed by the Engineer. which have unsuitable material or on lots that are in low areas Unless otherwise shown on the plans, all suitable homogeneous mix of uniform color, arid a county engineering depart - be filling in order to meet F.H.A. requirements and surplus material shall be used in widening embankments uniformly, ment inspector shall be called prior to commencing mixing operations. SECTION V SURFACE COURSE AND PRIME COAT as shown on the plans shall be completely cleared of all timber, flattening embankmegt slopes, etc., as directed and no materials s grass, weeds rubbish and all other obstruc- shall be wasted by the Contractor without the written permission Soil -cement and sand -bituminous base courses shall 5-01. Wearing T Surface: Wearing, surface shall consist o� `Type 7: brush, stumps, roots, y , not be constructed until after sub rade construction has been I Plant Mix Asphaltic.concreter{ rho �ess.:,than one inch (I thick iri tions resting on or protruding through the surface, of the Engineer and then only as directed. Excavation muck or ? other material unsuitable for embankment construction shall be g an lace. completed as set forth in Paragraph 2-04, and required subgrade Y P 1-02. Gru_ bb ng: In excavated area and under fills that are disposed of as shown on the plans or directed by the Engineer. test results have been submitted in writing. less than 3 .feet in height, all stumps and roots shall be removed 5-02, Bituminous Prime Coat: Bituminous material for the y 2 feet 6 inches below the finished subgrade. Where Paving materials excavated in the removal of existing 4.U2. Limerock Base Course: prime coat shall applied, In quantities of not 'less 'than -0..15 to a depth of f h g fills exceeding 3 feet in height are made, stumps and roots shall pavements, such as paving brick,, asphalt block, concrete slab, gallon nor more than 0.l5 gallon per square'yard of base course The J ground, and in no case shall limerock, sidewalk, curb and gutter, etc., shall be disposed of exact quantities which may be varied to suit field .conditions_wil� be cut off within 1 foot of the grow Description: Limerock base course shall consist of q Y osi as directed by the Engineer. limerock, deposited, spread, processed, and compacted on a be determined by the Engineer. they be nearer than 2 feet 6 inches below the finished sub -grade. All depressions excavated below the original ground surface for or previously prepared stabilized aggregate subgrade. b the removal of stumps and roots, shall be refilled with suit- The *bituminous material used for prime cant shall y P SECTION III - STORM SEWERS able material and compacted to make the surface conform to the Materials: Limerock shall consist of fossiliferious conform to the requirements of Seminole County and Federal'..Spec� din round surface. - Pipe Culverts: Pipe for culverts shall be concrete limestone of uniform quality, acid shall not contain hard or fication R-Z'-143, Grade RT-2 The sulfonatioii index shall''be surrounding y 3 01. p p metal pipe in accordance with the .recommendations flinty pieces which will prevent attainment of a smooth pave- determined in accordance with the ASSHO standard method T-108-94,+ or corrugatedP P Ap Application temperatures 1-03. Disposal of Cleared and Grubbed Material: All timber, of the manufacturer and the Florida Department of Transportation. ment surface free from pits or pockets. The limerAk shall be P p natures shall be as follows'. logs, stumps, roots,, brush, rotten wood and other refuse from obtained from pits from which all overburden has been removed J------ the clearing and grubbing operations, shall be disposed of in a 3-02. Corrugated Metal Pipe Culvert Pipe, Bituminous Coated: previous to blasting. It shall show no tendency to airslake RZ'_2_______�___ - 60 125 LIegrees F. j manner that will avoid all hazards, sucH as damage to existing Bituminous -coated, corrugated metal culvert pipe, shall conform or undergo chemical change when exposed to the weather, and shall r structures, construction in progress, trees and vegetation. the to the requirements of ASSHO Standard Specifications M 36-47. not contain more than 3 percent of roots, leaf mold, or other SECTION VI -MEASUREMENT AND PAYMENT r shall be res corn Contracto Ponsible forcompliance with all Federal, The inside and outside surfaces of the corrugated metal pipe shall organic matter. The broken limerock.,shall conform to the State and local laws.. be completely coated with asphalt ceent of a minimum thickness following gradation: One hundred percent shall pass a 3 1/2 inch Payment will be r all t the contract unit price andand 0.04 inch at the crest of the corrugations; and in addition mesh sieve, and be uniformly graded down to dust. All fine will be full compensation for. all material, equipment, labor and SECTION II - EXCAVATION AND EMBANKMENT thereto, the inside surface of the pipe for 1/4 of its circumference material shall consist of the dust and fine particles of fracture, other necessary work to complete.the installation in accordance with these specifications and the construction drawings or as be 2-01. Classification:, Street excavation shall consist of the shall h, paved with asphalt cement or reinforced asphalt cement in such manner that, 'when the pipe is laid, the segment of paving a. Limerock - the limerock furnished shall be one directed by the Engineer. excavation and satisfactory disposal of all materials necessary covering 1/4 of the circumference of the pipe will be centered of the following types: when i•.� for the construction of the streets, except subsoil excavationin the bottom of the pipe. a separate classification and price for subsoil excavation is shown 1. Type 1 Limerock Composed of not less than in the Proposal. 3-03. Reinforced Concrete Storm Sewer Pipe: Reinforced concrete 97 percent of carbonates of calcium and magnesium. sewer pipe shall conform to ASTM Designation C76, latest revision, 2-02. Street Excavation: While the excavation is being done with "B" wall thickness. Class of pipe shall be in accordance with 2. Type 2 Limerock: Composed of not less than and until the work is finally accepted the Contractor shall take the designation on the drawings or the schedule shown in the Con- 75 percent of carbonates of calcium and magnesium, and not more the necessary steps to protect the work to prevent loss of struction. Section of these plans or specifications. Where no class than 2 percent of oxides of iron and aluminum with any components, material from the roadway clue to the action of wind or water. During designation is given in either the plans or specifications, Class other than carbonates and oxides being silica. construction of the roadway and the roadbed shall be maintained IV pipe shall be used. Pipe shall be celarly marked to .identify in such condition that it will be well drained at all times. manufacturer and indicate date of manufacture and pipe class, b., Chemical Analysis - The chemical analysis of lime - rock shall consist of determining the silica insoluble, iron oxide, 2-03. Unsuitable Material: Where muck or other material ,joints sha.11 be of a type prepared for and utilizing and alumina, by solution of a sample in hydrochloric acid, evar '� continuous casket made of special composition rubber of -such porating, dehydrating, re -dissolving the residue.,and neutralizing which, in. the opinion of the Engi-veer, is suitable in 'hts origi- ,a J � _ nal position, occurs within the limits of the roadway or on size and cross-section as to completely fill the recess prepared with ammonium hydroxide, filtering, washing and igniting the resi- � building lots, the Contractor shall excavate such material and g percentage be sha ed to conform Eat it. Joints shall be in accordance with ASTM Designation C443, due limerock. The difference between the of insoluble bac;kfill with suitable material, which shall P r latest revision or AWWA Specification C;-302, and shall be of the matter and 100 percent is reported as carbonates of calcium and •-- to the cross -sections. magnesium. "0" ring type. Where such material is removed the surface of c. Sampling and Testing - All samples of limerock The pipe shall be inspected, tested and labeled by ' the excavation area shall be'compacted by rolling. with a. cheeps- shall be supplied b the Contractor at his expense; all tests foot roller exertinga compression of not less than 250 pounds a competent independent testing laboratory with copies of test PP Y reports being furnished to the Engineers in triplicate. The number necessary to determine the -requirements specified herein will be per square inch on the tamper feet, For the full width of the P �' g ` performed under the supervision of the Engineer, without cost of test specimens shall be the maximum number indicated by the P area. Such rolling shall be done before any backfill is begun, , ASTM Specification, The manufacturer's name shall be clearly and R:� 1" to.`the Contractor. All materials' shall be approved by the Enyi- and shall be continued until the roller feet do not penetrate ''neer.,prior to the use in the work.f The sources of the limerock the surface more than one inch. Such rolling shall not be shown on the pipe. shall be selected in advance of the time when the limerock will required where the remaining surface is below the normalwater q be re uired in the work, and samples of the size required shall table and covered with water. 3-04. Installation of Pipe for Culverts: No pipe shall be laid except presence of aninspector. Each pipe will be submitted to the Engineer not less than 15 days before such rt: be carefully inspected by the inspector immediately before it material is required for use in the work. Additional samples 2-04. Subyrade: When the work under this contract includes of limerock shall be furnished during construction as required T—_--- is laid, and defective pipe will be rejected. The pipe shall the construction of a base or pavement course, the subgrade shall be laid upgrade beginning at the lower end of the pipe line. by the Engineer. Field testing to determine if the density require- ti be constructed as hereinafter provided. The pipe lines shall be laid to the grades and alignment indi- meats for the completed base ,course or courses are met as herein- . c' the bottom of ex- gated on the drawings, or as directed by the Engineer. Proper after specified will be performed by the Engineer without cost The work shall consist of bringing to the Contractor. Unless otherwise directed by the Engineer, cavations and top of embankments of the roadway between the outer 1 facilities shall be provided for lowering section of pipe into trenches. A.S;T.M. Serial. Designation D-75-48 shall be used for sampling limits of the paving or base course to a surface conforming to limerock. When deemed necessary, sampling of materials shall the grades, lines and cross -sections shown on plans, of uniform 3-05. Drainage Structures: All materials shall be secured be observed and supervised by the Engineer. density, ready to receive the base or paving course. from approved sources. All metal castings shall conform with Equipment: All equipment, tools and machines used All soft and yielding material and other portions ASTM Standards. - in the performance of the work covered by this section shall k'A of the subgrade which will not compact readily shall be removed be subject to the approval of the Engineer, and shall be main - of and replaced with suitable material and the whole subgrade brought Excavation shall be made to the required depth and J to line and grade and to a fourhdation of uniform compaction and the base upon which the manhole or catch basin is to be construe- tamed in satisfactory working condition at all times. ' surface is of a compacted ted shall be compacted to n firm even surface. a. Power Rollers - Power rollers shall be self- supporting power. Where the subgrade nature as determined by the Engineer, it shall be plowed to a propelled, three -wheel type,- weighing than 6 inches for the full width of the sub- Cast, or other metal frames, shall be set on full P P YP JY}in not less than 10 tones. depth of not less The wheels shall be equipped with adjustable scrapers. grade. The loosed material shall then be spread and manipulated mortar beds composed of one pact Portland Cement and two parts of fine a so as to bring all the material to a uniform density. ygregat�. b. Scarifiers - Scarifiers shall have two rows All submerged stumps, roots or other perishable Concrete slabs shall be separated from the remainder of teeth, with the teeth in each row no more than 8 inches 1 be a f the structure by four ply roofing paper separators at all points apart. The rows shall be staggered so that oe the paths of •'' matter encountered'in the preparation of the subgrade shall the teeth will be not more than 4 inches apart. removed to a depth of riot less than 2 feet below subgrade. of contact. Sections of connecting pipe shall be incorporated into c.. Blade Graders - Blade graders shall have a The top 10 inches of the Subyrade, in both cut aril wheel base of riot less than 15 feet, a blade of riot less compacted to a density of not less than the construction and placed at the elevation, direction and grade fill section, shall be I Y than 10 feet, and shall be self-propelled. �. required. The inner ends of the pipe shall be flush with the inner 95 percent of the maximum density as determined by the AASHO Method 'I'99. Where Sand Bituminous Road Mix Pavement, Soil Ce- faces of the walls, _Inlet and'outlet pipe shall be the size and Mq d. Sprinkling Equipment - Sprinkling equipment � n_ Sand Stabilized f.irise is to be constructed, any kind and meet the same requirements as the pipe with which it is meat ►lase or Lin c ro shall consist of tank trucks, pressure distributors, or otkrer < c tc materials overlying the subgrade (bottom of proposed to be connected. Pipe placed in masonry for inlet or outlet connec- aJyreJa Y J bons shall extend through the walls and beyond the outside cur- equipment suitable for applying water uniformly and at controlled base or pavement) shall be bladed aside in order- to compact the J quantities to variable widths of surface. - - naterial at the time of compacting faces of the walls a sufficient distance to allow for connections, q subgrade. Unless the subgrade - r contains sufficiient moisture to permit proper compaction, it shall and masonry shall be carefully constructed around it so as to ` and then compacted. Subyrade material prevent leakage around its outer surfaces. e. Rubber tired Rollers - Rubber -tired rollers shall be moistened as necessary 1 consist of two axles on which are mounted not less than 9 pneumatics., 3 \ containiny excess moisture shall be permitted to dry to the: tired wheels in such manner that the rear group of tires will not d The subgrade shall be . proper consistency before being compacted. ) follow in the tracts of the forward group. The axles shall , �s The required density be mounted in a rigid frame provided with a loading platform or GRADING PAVING Sr DRAINAGE' shaped prior to making they density test. . ! body suitable for ballast loading . The tires shall be uniformly formly TECHNICAL SPEC/ FICA T l ON S.. inflated, The rollers shall be weighed as directed by, the Engi- neer. The tractor or other towing equipment shall also be pneu- (" 01 y VILL F 1EW, AGE'L,",' matic-tired. y - SEMINOLE COUNT Y FLORIDA C I T Y '0 F IDATE scAL. 4Es,GrvED SIMMERSON, AND ASSOCIATES z; MS FILE NO DRAWN CONSULTING ENG INEERS c MK D QWG Nay MAITLAND, FLORIDA 1 nC DATE REVISIONS By, APPrro ED' . , , I i � I . I 1. . I . I � , , � i , . - L � ;1 __ � . . ,. � " , ; - V'L�, I I -1 , , :- , , � , - � ._ . - , � " , : . � -, .. I I , : - I � _� . I - ,:1 -, � . - '. ­ � � . - � � I I . � . � 1 ,� '., -: , ,., , � . ; - , � , " ^ I ,, "', - � " � * ". ,­�,. " ., � ! ,,,, ". -,. , - a, `j ., " I , � 7,,-,�. 41 11 �� �,� � � . . ­'. ,� �'7' � , , , . -1 ­'­ ­ .: '_ �: - !�� � "'. � _ �, 1. '­ - -!,<' , , - " . , ­. . . . - I I � - I ­ � I ,. , �, . ", � - 1 .�� , '. . 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I � � , - � ,�,. i", -,� I I , 'the , ; i an ' All valves shall be open _�� � i� . - � _ . � , I � I . . I . � � ., .. 1, ...'' _�� .­ I d I., ­ � 11 . .. i ( a.) 'Mantio�es- ,shall -be constructed at'l locations shown on plans oi� as ' I . I I .1. ' t � -cl . I ' , ­ �� , . - * _ :;I '' ,� � .� I ­ I I , ' -4Q 11 -( . ix,s� C�h, I I. I I .. . I � . �y,, v ' I . �­ "'. ­ 11 - i I ." e�,a '.., ariges or,= - -k 11 �., . � T tion.,' - . , . t' - . I I .. I I I . ­' I b [�rb"Vi4c ',��wi� " 1, � , 11�' , 3hould'5the b6n�ti . ion w)JA�Al�qLlIre .1' ockwise)''and sh,.il: e i , _ , , .. , . ! .., 66hstl�, , t he left', (counter , :. ":I 1, : . . :� I I I., , � - r ; iledt ,gi ,�',� � 1MaphbI s 'shall be of� the si�, '. and� tyl5e, 'itididatQ I on the pl, , , 11,.", I 1, , I , " " � , ,111 ie resp 11, � � � :1. I , I � Square Opo�l'at Lng XILIC.,: - Valves 'al I I . , , , I . ", . I � - . " I , Of .- 0 , r, - J, I I �b � .�'QiicTl.aot6�,,_ t 1: - . , I 8h' .kil')Plp� I 14,e .- ; I , ."... I � . � . . th ortsi . 1 I . .; , _ . .#111 � ��6� , - , . ; ­ . ". I L� , ., Or u _ I � .. � . � I,- i I . ' , , , 11 i . , , '. ,�-,, .1, 1�1 � i I , i '' , ''I � I ­ .,7 ,., _ , . , I ,�, 1,�, i;� _ .; ,L � ,"? 1, I I 1. : , , � 1� , , 1. 1� I I il t­ ' ' �.',�, I I I I I .., . J, . . . . I I 11 - � I I I , . . . � � 1, I . , . , " , " , 1, , , . � , � - ' , , . I � . " . - ti I ' " � , c . I I - I . I . � . I . I � � ..i I � I ��, �.! � , ,,,� I ' , P130 II '. * as, sew.,age. and . . I I . , I I . . , .., i'� f " - , I 1; , . �' � � �'-. ,�, i� � , . " � ,-'r _A� d - L. � 11 I ", I .. � I � I . . . I , I � :,� � i.. :, � .;�, "I "'L ,�� . us w , �. , I - � �. . 11 � �, � " �. I - , " * � . 'Ma Me at`4 ,�elQct,x�io ar , , lbs ,,as well" I I . , �, t . I I I , I , . � �ratlng of I . � . -, ,, , - _.�� ,,� i �q .. I ,�': I ". " , , , %s` �' � , � - 1, i ': ­1 Man .,� '' Id OE$16 ne. Ll �� act conforr4qice wit e applicable seQL on8 ' I I . �, . 1, . I ', ;, , - I , �:, �, I . 11 "I �­, . . . �, '. � I �, I - . 1. . �, � � ", , :­,­­11. ''. � " ill �­­'� ", � . . . ., .. 1, . , . � . I . I . ,� ' 'in ' ' i I � - : _"."', , 11, "I ��,, I I . ,�.� .. I - I I ''I V � L' . 11. I -!,'�,� �; ,�.�.!, �r I � . . 1�, . 4 �, (b) . ENq4"atio I, I � I I'll I ,� I , , . ,J " r � I .., , I I � ,. I � - - "", ;r , I 11 ! ­'.�' " � -, . ­ , �', �, ",)" " " , """' � , � 1. I .. '. I . I I 11 � ... , , .�, ", " � .. - '4!Ij i.� ".." '. � i I ,, -�,:� , ij ­ � I I � . I ''. I I . . . I . . I :-. � � I � � ,., , I �, � '. ',�_ � , 1:��, I I "!, ,� 11 ;" �. . 'i �_' . . �.., I ." - " 11 I UY . I I ., . I I I 11 . . I � a Ifiec 4rlIc'­,1 � ' , Q,UtI I .? ., �: I - I � . � Val all �c . .1 ''. �. I , I I �:�! I -- I . I � ­ , I .. , . � I . - . I I . � � j W I opi, ica ion -�. , I . I '' h -,, , it. .. ( I ��'- " I ":` '' . I � , , I - " 11 , , , , , " _�,., t hQ:e ''Li,6141 i t, �, to: ai I _ " " - 66bl, , � i i t � e8, qn!!E-ss t�py)-tpV4.1 in ' ' - . . I.. � I I . -1� ­ � I I . I.. ,shall'be ir . � I I ." '! , , ,, �,, '.1". . , , '. Pq Of,; ) , . 50 PS 1'. : , . ., 1, . I , ". 6ii tJ11LIQ , . , C - " . pl,6�ent' oust" �� 'O14,sUch,,:ut! I 3, I � i - �. " , fl. , e h th ' : , I �, � - � , I 'A 1, . I ir� 1. . i '. . '­ . , . I - �,, �,,.", : ;,� -, �, � " � I I , I , . . I , ,y,,,se�r,vices, - : 1 I . I , � I.. " � ,�', , I I.. f' ' " ' ', "'t , ' L'I ot._ QWrli� up or Ice"­� , I .. '. I . 1. I . I �i:Ek 'of " i �. I , I il , j . 0:41 , , "" I , � �� _ t, s, seq ed - r � a rul'y", I -Cup I A .. I I 1, ,,� I I . I I" . I", � . I . � . . � I . I I I � . .1 -on,, i � ng i, , , , ,Q � _ _ _ _ il'tgr h s, � 0 � 11 f . . .�,,� - 111_�11, , �' . Qr4,th-,.� Util!'Y COfV r fo]r Obi of S , I ,,, �of these ,sp ' t, s .. 1, ,. " - - - , � I . � I . I I ,� 1. .1.11.1­ � , .'' . I , ' , , I ­ _. !:, , � I i . �.. ". . I I I I . . . I '': I ,, ­ , - , �:'­,' -, I . I I .�. �. , . I " I . � . I � '' - I ill I ,. , j, , �i, : ., . " - 1% ��: ��:, � , , � " � ,,i.,, � ' � I I I I . I I I . . 11 . . �!, . � , . , - I . I ,pe atio for., `V� es - : "i , , I I , ..: �,, , .,. . I '' I I I . , I ., 1, ., _ " - _. I I . , . I . I . . . . . ,�_. I . �. I . " I I I - . � I � '' I I .1 I � k, 11 I , ,�� I , ­1 , 1. ­ ".. .1 � , I ; ­ �. ; . . . I , 1% I . � I I . . 11 11 -the valVe shall ' , I.I. ,applicable is cific< M, Ot,( I ! � , . , I � I � 1- , . . 1­ � : . L" , 11 �, . I I I , � . d corlf�'Oxln to a . . . ., p , aly"', '', � i I , . . I ­ . . . I I ,Libti i�shal.'t be .Class "B", as specified .11 . I . 1'. . ,, I ".. ­ _­.�,, *�.;�, � �� .� ,,,,, -'. I ­'� �.. 1, �� .. I . I., ,� , ­ .: . .., . . ' . � " , � � I �', ­ . I ­­i ' ,, , , i ; , �­ � �,, I :.. ­ 1. 1, I— . ,,, "''. , � I . 11 . .1 . I . " I," I . I I ,. , I I 1. . I � . . . I ' " ,. 4 - , _� - , � � , . 111 - -k� I 41� S a I I . .i . � I I . . . , r.., . , , , ­ I , L ,.: ­ ", , " - , . :_. , . I " - ,11,11, - i". ­­ " I . il, I ,, - I . I I, � -i 'Secti -1 of '� thq�;Ej'sp , , " . -1 .1. 11 . - . I 11 .1. - . - I �', �,: � �,,� . I ­i� 1. � � .", '' '.i" . I ."J I : I � � . . . . � , -, " . ` '1­cIEi',u' " , ' 0 a (d , ., , in ftiaphole consty of . . � � . . 11 il. I : A � rcWt , -11 ;4 .11, , . I � � I.. _1 , � i� 1: , � , 1 ,2 Q3 ,I. Pl`oili nary W6jr : , The Conit" , fi I a -ight- . s . I 1) ,Q�hcrotO. ��� , . I . `-1-1.1- . . I . � 1�. ' ,,'.i, - . I ", � - � . - I. T ____ ­ I—. , � - lrt , �- 1 , . . : . I , , .. I., �, I ., . I - 'I'll: . . I.. I 1.1 . � . , I i . ,. 11, .7 . � �� , , . . . , , % . . I �. _� I , : -, , , `�, � , 1-il 'I I I I .,!', , ._. 1. ­. . .1. I I . 11.1 .1 - � - a -1 a'.suf)fi6ien- ' -ovide �adecluate wOrk space, , n on c . . I I , .­ �, . % �. 1. I .1, , '' �'­ , , ­ , ,� " 14", ; , '. � : , 1, � . I . ... I - . � " if i, , .�,j_�,�',,' �­ ­, I i , . . ,ulm': I ` _r �!ar:-Q,J to. pt . f � . - I :. I e . � . . I I . . . . , , � . ,�� - � , , ,!, , , I I �_,:, . .: . � * .�- - . _ - . " ��*, I 1 7 obstrwtii.orls �aiong , U � Pipe, Ines fo , '' i: -,- I r I . ,� � . . . , I . . I � . ...,* ­ , , � . -1 �;�,r-' - " I 1�� '­ '-'. ,­ . I , " I % , - , - z, I %­. 1��Si;;. ". '. ­ ` I . " �. '.I , ., I I I . . . �1, : I .. I . I ­, :_ I I . . � � !, . � 1. i . . � �", , � , , �,, I '�,�'�,�:: ,., I I I - I � Eakes' fo r' hubs bench" Mar �.,,,uld, b4tter Q I . � I 1, � � .11 I I I I I I . . - I I ' 6 I I 1, . . . " " - , . I ,� , 1. �,:,,,� 1. 11. I I - ,, I " . ,,':, . 1. - rl� . ,., - , I . I I . ` 1. . . � I �'! � * �. A , I ,,,,,, . �,',,­­A .1 � . - .� - .i . -,.- , ,;. 11 � , . ­ ,,, I ". , �* I ­ �,�, I I , . L . . 1. k y . . . ..:, _ . I .. * . , � - , . I I I I �; I, ;,. �11 , i ,, ,%...: : . '.. � I.;, � '' 1 7 , �,1'111� � I . . , ­ , �� .1 Vil , _� * - . I d) '1' I I I I . ris . � I I - I , . - I i, .... .1 , - �i �'. . '. , ­11 J " . �1­i"' ­... . ��, ., � . I _ A, . � 1_11, ,.,-Pe '11 i1i'do,rig - or . J 1 agh� f-way �s , _ 1. - I I . I 6 tie brick work. of the mant ­ all -be co . t -ucted,of Grac6 ' . . � . I . I � . , e � �i : '':, i; ", . , : J�. �� - j , , I ) . . ,:! -� I ... .. I I ,,-, I - I , I , , ;I ::,�, _":, " �1.1_1,1 ,�. ,_� ". "";,.,. � , I " - I!. . I . �. - `�p ards...", .Refnoval�'Of � � I , ; , . : ,,, . " ­�! ',,:, � , I 1. - _. e .. b , : tx�ee��; :and . 1 'H" � .� �� I - . i A�idifxgl` ''. , ' . ,� - , , � _. ;, " . 1. � � I . .z,� '' 4c ball* be ct the Contractor,, _bUt' I � , fol e�; 'sh, I .1 _l. I . I � , , " " ,i 1, , , . - . . . . : ', . I � � . I % I � . . ­ . .. '­'., - . . � � , . � � , ­ . , F I * - , � . , '_ " 1 -1. . . I I . , C9 - Jon C-32, laid in I I I . ` � .� , - - I .: .�, " .,� � _', , , �_, I _ il I I I , I . I I I � , :, , ,- , , '. i - , , , - , ,� � - - ­ . -, - , . . �­ , �i 1, 1. , ) I . . ,. _� "_,_`­.'."_'..�� �, - , �_. �� I - . I ,� , . . I 1. . 1, . 11 -to - A, S. T -,ci ,catioris., ,Zerlal Qesignati . �, I , cule t:*st i� �i: ri.'tW '' I I . 1. ori� %UY. ... . i'� � � - - , I ­ , I . . - I .i : �,_ - IN "I :, I.- " . , , . I I : I . I ,� � I . - . . ; � , I I 11 . _. ­ ­1 I _,!� . , . 0, I. . , . . � . �. . If :;. .4) Brl.e,-I� , rifq��ng " . M. I Spc 'fJ I � , � I � .��­. x. .1. 1, _- . , . I �' �!-., f ..'' I . I , I I f � , ,,, . � " I . . .1 11 . . .. .. � I I ,.�'. � 1. 1.(4,0i _. " "., . � I I ; " - . - - - ;,�,���.;,;,,�.,�.r,.,,,,t',...-., I., 1,,� I-, , , _'..':,. ; , i , ,. , .1, I . I., .- " . . ­ I 1, 4 , . � �­ .1 11 - . , _­ ."', �,, , ,� , ­ , , . , I-.,, '. " , 1, �� _, ; 1, I . .1 ,. .1 � i, , " ;.!. :, 2.,�.,� . � . I . .. - . ,111, . 1. I f r r 4:i , a, ;%;, " 1. .., ,-.,.t �, i:li .. 11 ­11 . � - '', " I , . ,_ - .., _ � ,-, _. ", . I., ­ , ", I ,� I i �_ ''I _�, � � �, i I � I I I � 1­, _,' , ,, , �. I i. I A­ .1, � . I I . � . , . I I . U� Qvs ,e , " I - - I .;, " , . , - - . �. . �, 1. I I ` � ,,� I �.� ,, - a � I I . I , , 1, ,� , bbd�, and joints, Q. , , t . 'Ibe"xfort,ar* Shall Consist of one Part- Cement and two 1. I ' , ' 1 6onfQ ' ,,.,to bi" I t ­ - Lti '.' f, VA . ,.' , , ­,1 I . � � ,, . ,, , ­, I , �� � I - 7 1 , on y as ,.,� I . - . , . � 1, '. . I � I I . � I . , .1. � ­ , , " . _� I I, �. " _, _ ,; 'i , " .. �'� � . , , , � � , � 1:p:ec 7 ted.by .the lrikirie6r., . . I . I � . - "I - . � . , " _ " �, , , - :,: . . � I ' f Lill- . .0 I � � 1, I , -its 8hcql rm .e � c �.A�' "' "' , � � - �i,, I , ,� I ,j . L i 1 ��, I �,,_ , , I .. I . . ' I _ . I � I 11 '', , , I �! I . I I - : , -, ".- .'' . " i . I . I ,� L � .. , * I . I (e) Fire Hyd at . 11 On 0 , V1. ". Q '502' P 'i ', . �., �', . _ .. �', " , "� * �,:`,: �, 11, � . .. . ,� 'ete shall -, . � I I ;,�',..-� . i �.t � - '. ,:, � . , �. I , �. . , , . I - e caripps,,.', . - ,, , , �7­­�: i . I I .. . .11 �e I - , . , ,- , ''I I . I .� � . � , I I � .1 w '. " " .'I ',� ': i, ''I '- �, , �,-�, , : �:, � I � 1.,..1 '", , , "' , . � , . � . . � 1,1 , - - � � I . I I � . . I " - , - -ing concl 1� wirbrich 'arld",Q h "' , I '' )� �,.'' " �, _� ,�, I i ", � I.' ­ . I , akid,,c �t cQnfoludrig �t ,,the- specif ications Cover , ;, ­ i - . . I �, , '-is reqUil'od, -k shall be .' ' . I aric arld , eurp I P - � I . " '" Z I , I I - . , ,,, . -_1 ). .6 - s4rubs . � I " vax�(S' �k L. ' The Is, . I � ,,, 1 � . t� I I .�'- � � x, i � f Lu-nd' ith ­ei�, app"t ,,, , . , ., ,�J alMtbie L't:t 6s. Qi � , "I., , � � , .11 where_�,t e: inov, Of V, , this woi " . . -, - I t , ��,:",t 10'�'�_ .., L , I ��,,,� _ , - ' . ; 1, I I � . .1 ., ' i . ,. ­ ­ ' ' ' �,­ , I . I . i . I . 11 I - ,,�,, : � , , .. .; L I 11� 1� ,.- .1 per,, - I . I I . ''. ' , I . �,I,wLif,,toLLt-t-'ei-Is,Cei-Lific.,:i�ticiri of compliarice with AM C-502,iliild ; 6k,(� I is Wd ' he.�e:1.44;111' ' - "I' " I . � �,-_�,', � . I � . : � h , . , , ., Cie', ,. . . .� afiho1QS. sh,ql ' t'ored as shown .on -the plans, to leav(;�­.�i smoo Sl-,c, fications and shall, �e Ist W, I C6(11PI(ate " ' -, � �: , ,," - :;, .'' be, . . . t : I ,,,,I - "', - ,� -� � * ­ ' t ., sh " I �,L used a �1 I bei P,14s th, dense �, . . �� ' �1 � , . t! .. - ?,_'� � (� ' '. ,,,, ' litd.on, witti -the Owner, and, a , q�ia e, cax,e, ., � I � . -the removal I of . ,,, I ­ , . ,� ' , VA J t, , 6 ,'� , ", , 0 �;. . . , *;iri Coo . a_l',be' taken in . , " ' " ­ , - 11 , . . . I I I . 1�; . " -�, ". , .1, L � . . ­ , �,,� - �, ,,,, , I . I � I . , " L" " , �, . � , I , , � ' I all 0 1 ,�', .1 " � � , � � , , i � 1�1�::�:�i��,��, . I � - I - . . ­ .; , I ti. I I . I I . I . _ I � . , , . , � . I - 1. op t io . .). I -ei 11 I I I _ " , : 4"'. 1 1 � ti , . � I be f the br6akW)le type,, wit 1� , , I � -'es " !�L 'h ' �i,_ ., so that, . . .. I " ,,, ­, t e-breali�ab e,isec: � On ­ ,,, ,;_ �, � , I . Q:r siiub �. � , �� lv� 11 � I be':i-equived. All hydvants sh, ,., �,11;11� , ­�� 1%,­ ,,,,� .g,�., . _ �,�, I 1 . ­ I . � * ' ento6frbrtar.. ;Bl�ic hall be built �� I . . I .1 �, . I I " - - - . 1, I I . . . e pa:� I -k s . , , . '. I .. � I .. 0)r,v i ; I , .., I .� � � I . I . . 1 -4.1d , 1. approv d, ­11 . k ,,�Vbl I I Y., - 1, -6 how,:�Irl :'­_ , ,,, . . . I I . . I , ,�­ - ­� . - I � :, � . � I , 'tAas (erin­ fm -it w i ' , wit h " 6h .1 _� 1-i -, �,, .�,­-� . -, � , , ­� " i " , . "tt'( tile. C)wuel� i � "ll b(,,)'st,'ti-ta'bl(.-),--Eo�-,repl,--tn-ting. ' I ! f iras. ,,, Qolflp e A� w ­ gh�, At, t ie Cbritractc5i i ' lbr u, for brick ��ork , i� , i , " f: - , , h' I te. y, '4te��t! 4'' 1, i , "i , _ -- ',if cles:irdd by I ,, they, � � 1; . . h, � , , , I � I . . , �� , ,�. . I I � g� may bEj* do, w , h ',,' eL -ee Ill � - . '', , , I I i.. "I i , I � � I - I . I I I . ,� , - � . . ,ound line, flyctrant!E�-'h;hall ag'l -e4d s1z . � 1, . I - � � '1� ,,, � I. �� ,�� � � I 1. . tr d '��raniOtric I' , es level, Each cou.t,se shall b laid as a thi-oU I .1 I . I I , .., :,:,. . _ I , _1 I . I ,� �,� -':� .; '. � ,.. .1., i :: "'. ,. � . . F) � 11 I., . I I _r � h��O thi . �6 Qs ";,_i­,�� I , , � � . , I . . I -1 I I . , , I 11 , -call lco'ui-s gh 'COLWSe - � locaLed at the,g . .. I ., i " �', . ,; . . . c �. '! . I - 11 I I . , I , . i 1. ,��, . , �; : I I ' the plans are according -to, the be:�L . I . . lith .1 . . - .. I . . � . . 1 ", O: - "'li! 1. .1 .1. I I , � ;1 .-,�', , l�i. " ' I use. I , T � V, ;i-,­ , , ,"� . I . � _. I I I 4, . I . Cbtl Uridel I LM S S all in the present water systeiri, if applidtble,. flydrat,its itJuSt:,ha,V6,.d ,,eservoir, v - ; ".'. �� f "I I , 1 1,., " - -o d , trUctures � hQwn on - :,. . I ..­ ' * ' 4 ' I � . 1. . 1- I 1 . I I : �, ­ " __ , I I .1 ,fli,ctsl:� , 'K � ,�­' I . .1 � . . , ., and -vertical, joirfts I I I . ,, ­ I - ", , 1­11 ) .1 .1-11. � i;�,;� �. ;'' 1 , I � - 1� - � I I.. ; � �',�. ,,,i . ; , . , �, .:, . I I I . I . -4 � , . I ..,., I ;_:.I,. - � .. C � . I , I il. I �. �, I 1. _. - I , t,,:�` "I I I I A �, ­ . , Wa , ,: w o�e. hdadei�s Every Xth L4'S0. ' 13ect'., I :',� _� , '", I - � - , � I . � Y, si, CQ , . device above. -the water line, to af foi;d I.Lkb.rWa:t - on, to � a , wor ng par p ,c� - �, . I e, i!";. t .,%, :!: , t shall, be* ttiq' Cbntra6 ... -ty to , , . 1. . ;1 I , � 11" ki, I I ­ I , � , 2 ,(Yl. '� a quaint- himself ' �� " " b'' �' , I 1 " . ! avalla�le inTd�ljk-ttiorr,, but. i � tol"I's vespPrisloill � I , ,Is � d ac ip-al ;&rictl Veil IcIal , '" s, -;il,Li -adiatb from,thb,c � I -1. . I . . I I ­ ,. , bl. '. .1 I ., , ". ,"": ; , i - � - . '­ . f, . .. � , . . ,. �, , _, " .. - 'Ound . I . f!, " ,ill, be ,,is c e -,is pr, * JO . I . .. . ,... � ,� I I " " I , ­i., � -�, I �, � 7�� ­ �, ., . , � �, ­ , , � I - sh, los I ) , irit , 11 . I . � ,:,., ,�. I , .�._ . 11 ­ . . I cotic I t1orls - ere, Llnd&11� I I . .1 . I , . . . I . I I - � I ., I I I 1;1.� I �L 11_ � . � .. q, I 'Y .1, � ,!- � ... an ayoi QO11f �� - X_ ting Wh , � ­ I I .1 -.. . -arlb each time the hy�Lrant :,is operated. . . . . - . .. ,_ t'�i . : 1',� 11 . � �. �., �,�­ ,�-­ ., , . I 0 , i t, ,, ,enter Luld " � .. .: ,"'� , , ,,;::, . -.1 .. I I . , I , I , I - I I � I . I I . I , . � � � I I .. A., i � '. . I ., .1 ­ I ,� " 111011 [W."'. I . � I . .. 11 � -1 1. ­ ­�, -, , : �'j I L I . ,. . . .:. ,�','­; � �%,� "', . I I I I � . I � . I - I '_1 ­ . , i� wi. t.. ,�L­1.. .. , , ,� ion", C, toj , 6 t h e IS I . w ^�,`:, sht ' All 1 iside join t,s,.511all, be struc�t. B-rick s , : .:� 1:­� ,, 1 � . I 11'', �. 1.�. .. �, 4 1 �hfor`yr,�t .1 d ` Ii ,�wlki i", - t, '' I ..'ii ' I I d'i bo flushed full Of, '" '' t' I I I of the hydi .- 1. . " . . ".1 I .., , '.. �_: " ."; 't.j 'j, � �� I � , I t.. I � � I I ''I a i, . I I .L . I . . � I I - I , � 1�., I I I I 1. . . 1;i, '' , . � , 1VCA1reS­e­. t _,,,'­'-ver , effb-�r ,� s lall be imao,q: tO, p rippe. . . . , . �. I ­ ,� _ I � " :�t 'k� pi-Q��oct and pres ,ii, ; . . � . , " , � Y , 1. I erve the, .1 � I , . � . I 1.:� ��, , �, � ..... 'I, � � Ibis requireaLie s .importan I ,-,f, ":,.: _', " � . I �,, � I " , , A ` (ndE laid) , bed of, iibrtai�. "' : �, . . ­ .- `�--4�,-, , ,,;_,;,�� '. I I , : ` - xis L ,"� I '. . I. , . ".: . , . " �!� , u . ' . ; I I . flycu - ,_ ' . I I . . . 1�1 . L - �.- �,' �i',? .� " ", f ,�'.� :, I I I I rLI, lar, I ,ep4l t'oc: , - , . - -arit ' ' ',,id0d.)4L I I . .. . : ,"i I ­1 �,. � . . I . 1. ,, i%, 1 21 1 ' , ttib'A%ork, the f t � . I. Ili p ,�qe ,,, . in 4 full , ., n t i an ." � � L'�' ,-,�. I . I . I 1, . ­ I I ., I , id I " _.;­ I 11'.� I , , e . i I . . , Whei-o: .Wc4 !i�t - - �,daq, ed in' th6:p,i?OS6c�(�iQn of , y shal , be � , I , ., , . �arrts shall be of the "O'' ring construction type,-.,: All h�& §' rri�isiti';be� p,tp�, . ,,t4 ,�"",i­. .L. '�� , � " I I , Il ., . "h ,. � I ��, I . I I ... 1, 'Z,�`�" �,­.'-�,�:. 1. . , ��. � � I I " ­1 I � 1. 1, ,'. . ­ I � Excess mo.ftat!'shall'- not be cut off ift"a manner -that will :tend to Pu. . . t. 1� I . I 11 .. ,� , ,, . . . . , I . . I , 11 _. I . . . I ' ' � I _�_,! ;, - _�, " � - p� '.... S f . ! I . . ! ��' , , . .� �.� Ji 1'� , % :, %�, !, . .. - I , - i'. , , ddj�es,are _ _, , ,, _,. . _, I . � . ,. . gictly enfo.rc6c . . , '�' S - -� 'J"i"':, ., , . �'11 ­ . � ,st' 'o i� ri , - � I '! .. ' t" ' I " '­9 _bf! 't o"Ifiain ,va ve I . . e ivitli, -best � � p -ac, ;4ce x � I � aps mid chains. ,rfhe.direC 1Orl-O:­QPenIn i , I I I ," ­ .1 � - . 1. I ,,'L4d�i,cl � " q ' oQording to the. peci ications - . I �.,�'. , . ,i ­4�1, � - - " . �... , I I .11, * -: 1�1 - - ,:I U6�11iuic , �i _1 . '. . . , �ri ' I "' ,,4i, � �,� -,,. .", . "_��.,,*,, 'i , ! ��, . � . -%. `_ ' 'bC� �' ' �';:i` � " _t rtti6y ' h5_�'.I:L�L: ,;, - . , �v ,�k : . , I ; I I � _M Ma . y.-in.-'c. - . 11 1. � . - . � -W-ick s' -faces. bronze nozzles, with c, � 11, 1;_4, �'L �,;. - , 11� U tel ,Q � .1 . . � I I I -, J _,�,.,,,� . . .. . I I 1. .. I 11 I - ,' .. � -t- -om the,.,conti LU 11 � I I . . . L " , I I I . - 1. . . PP - � I � � . I . I � I i.4 mb� ar, f:x I : , I I . I I 1. - ­ . I I . 4 � , , I I— 1. . ­ , ,i I . I � -app .1 I .1 . I . , , , '. " I_ , " , . �. ... dh '4ac 0 T'�I'W . _ 1. I " : , L , I I -that of existing hyd.rants, in -the �' I ica lo,',� , I)— ra ,1 I � , I , . � I . '"' .: " I of ' the Qwhor .9,�,,%qu t rla's�rdw)4, , � ­', _".� :_i_ - I I 1.1, IJ 1, � �_ " 11 - I . � .�i I � - I .11 I guous � � . . .1 I -m to � 8y�;4m,ix b elIT se , '' , �; .1 "-'�,!t�.""" �� , I I . - ; .. Ap - 11 11! _� ' r ,�'J . I I " . I . I ,� "I - " . . I confoi _­ ��i, '' I I. il " r,� _ �i, , I ; I I I . . I . I .­­ - � , -� -..,- , .1 .i , . ; . � , I . the, operat Ili. --c�i, 'All' hyclr,Ut� s jl'.;4i:,";�,Iiii,.:!�f ,'.... , "'"', . I �, I ­ " . - . : I . - ' . be opened by turning ing,llUt. coL of A; M , !, .,i� ,��, "i'" , ,,, "�� -�-"��"':",c;',�',�*i­ ,i.­,� - -� ,­ � f'66­�`,�', , I . ; I � �.,�,�' I �, ,,,, , , . 1� . , - �11" �­� -:,­ �, , , I I �", t�, � !..: a.z, , , rl_� 1".. 't. - . . . .1 1, I -, " � t I , , ­"�"-'e.:,�l - " " � '' i , ­ .� - ­ ", , , , , , , . � ,,��,�,;v�y.­ -, -; . , , - , �X�'_, " �,. . " � i , , ., , I 1. � '... , � .. I I I ­ : ­ . - :` - � ", _ " �. , N� ­ ­ I ,� :, . , - - - � � 'I " - ,� _ , . � " I - i ��,�",_,,,; "Ji". 11 I -_-v­�.." .��;_­ �&t.�-�,t_�qt-'�", �!;�1­ i,k:�%'U­ - ,� .,j,. ., - .1 .., . . � ,� . - 1�:,,-n .-,;F., -, !:,�'ef __ . , ., -? ,,, , ­ ,­',-,*.!-�,- � I I . , . , � , .. t - . . I , , �, � . ,,�, .;, : .".2-1­ :_ , _ , :_ � , _o6l�Nvise " ,' i, I.— .'I . ... , , - .1 �i.. ", %_ ­-, � , I .1� - .1 ,�,­, , , , " , . , ", il ,�IA ;. J ., I a I 1. L" ­ I �', .1 ­ I � � � "' . .It IL I ' " � �� �;� , "', ,i, - . � I � . ­1 , - , - . t". , . I I I . I �','_ �_ "'�L .' . I �, .",�, _- ,,� � _ .- - .,­ ". y � ,,, ­­­..'� - , , � . . I .11. ; Ul . 1, I I �J� -` I , , " .; 'I" 1�� , .�':''� ieC'­:�'� �'t `::�'.�"� � t ". -i opening, ) Qnp pumpe , -, ,�';,�,- ,, '' �, %-4�,-�-,,­­�; ? 1, , '.. 1 , � � -, ," , " I �1­ , . ' I two 2 1/2" hose nozz es , h6��! e , , � ­ , _;-, , '.� ". , . ,:, - �,­ - , , , I h ' '�': I -� "'t; , " � ". , I ! J, ,,�T",�� I., 'I, � V , , 1, 1, �11 "I �, 11 ., - . , I _ � . � V � the ra hole shall, be -formed of mortar and brick,t provide ,,, � I , i* , I � I . 11) . I � , , .� , .1 . I— , ,��, - " , 'i't , -`,,,-,;�;-�,, � ,;. -t V �, f � I'll ,:,Fi�'�_ ,.;: . � _: "`;�`,:'iT,!,,_,',' ,,-.­,."',-:.`-� i; , 1� . . I ­ 11, I (e) "In' el, I I ,� I ..�, I.. , , . ,�,;, , - � , ". '. 7 , , , ;-�id`6!1 ,.i�i�.j,,'stic)d,,,,,-'L'le�-*,,g ,all ,'� � - . , 1'' .1 ,, � , , , � .. I I .1 I I , .. � � _�,, I , �.��, � " I . , . �. . , I I �, , � 'I.- '", " �,�i,i- , , . , � I , � , 1� 1. I I I , � I �:i, , . � , vulve I �, . . - � ,'_ �,, � , � . � - 111-i- 1-i .� " � i. , I � � � , . P, , , " I I � . ,_ , , � �'­ � ,'' , ", �' '� I , ­ " i i- ,,x,j,�, '. IV,"! . I � I : , ': .1 .1, � QJ , �Y, 1. I " a, smo an . '. . �,- -­ I I � I, '1� � I I � , Y . , : �. )�, ."., , 't ,,, , I vfi, " , �,:� oLh flowing dh ' ii6l o� the eiact S O'. E 'tile Sewdr. to which: it Conrlec�s. , bbe,re , I �� �­, "', - � 'I, ... .), 11.1 �-, ., t. , , � I . I F, .�� i�'.,, I , , , "i% ,�� � . , .1 . i I I . . va ve ,so .. 1. I I L �� " " " " . . _` , ; � L � I tJ - - � � ,�,' " L, - I' " 1'', I -( , I I � . I .1 I � " I I— least one po8i lypi,,9pera, .aiti­ I - " , located ,�O, -to c� -a , "!'!'­�­_�.� '' . L, ,, :� � . i I . , ., , , I . ; , , , 1, , �. �.,. - I , ': , � . I : I . �, , r, � I V � � 1� 11 '', , ,� , � ,'' ��­-, I , ;_ . - I I vi �h, -the service * � , I - I * � I , , , , ., . , - , , � , " � ,-,."� � i'k I � .1, �, , i�l � , � ��. 1. � � � :,j " . ! �, 7","I il � � - . � �., 1: " 1. " �. ,L, I .�!,� I ,. __� : �, �.- I I I I, I I f , , � �­,�.j: .,�, - I - �. ,i . . . I � I I . ­ I water from the star rl -the mR,in valve, i I QR1 I I I ,­j� i�� 1*41 1, ., 4 ., ,�: """ , " , * '', i . . i . I ' �1';�-� ,it '� `� � �,�- �' ,� ., � I'li, . W9 �'k� L ' 11 � . ' � L. � �', . I " , jp:�;p Lr , e,,, y z, , I . . 1, Lila ,,'�,`,,�,,,­ ,,', . f;i,; � ­ i " ; , * � " , . � . �:�,S,f4�­' ,-it, ,* L j� ­ . .1 I 11. I . invert. foi-,ea6h,,sudi piple� - Changes in direction Of -the L-ovior and entering bran6h or � . : . �.. I . � .tl. I , a oVe,� : L � , K�j , . :;* , , " , , . � I � I " , . ', , . _ I 1, � � J,- , '. . �, , - � , " ,,!rig. ',,I 'I � . _ O.%tuSe , , , - 4rious 6 I :�;hail be formod -to Pro ide. *"All , , , 1 L no wa t E, , , ." ;:, , , I - I I aqUlal,�,� ci x _�, unaypic, . � � . 'Y a`t '�' �� ;i ;1 .1 Wh lieT., 6�h-icts�, a ' ' "' ' ' ' ' ti,tbI6, ,, eveX, ', of fo�;t. shall b(� made t6 I" . happ I � I . j � . - 1, .:, . . . , I � I - . I � ­ be 3611 bLU and I L tibg�-'dl �"aixl ..�, � , - ,;.",;. , , '' J:; I , i , , I ) I . I I . . _ O "aS7 , a. I I �6,. e a rmi4hOle :t e v, - �. 11 i .c._ Cori, ti'Lid`_ thV, as LLft" le, iaotforen6e as.pos�jiblb "� more " - a on., VipQ erite:rzi, ., h � � 1� hanne' 8 , � . 1 s::610,96��i,l ,"',,` ,,,, �� , I ` , L . I . � � , . . . . ", I . , '' thbi­_"'­ �'.',­ � � ­ , I : . 1, I I. '..� I I . . . a. L41 0 ? I � I :1 �. I I . 1� I I I ,,,, 1, - 1. , .i,, � . ., 1. . 1. I Ma la e I I-esOrvoIr di �-,Qt. or 'gal I 6t ' oily, C ov�c: . _ � ,,� " �,­. ­,,11-: I , , - . 1, I 1- i- 11:­ . I" ­ ! - , , e4c, � %­:. I ., � I o I I : � 1. � ��,,!�:��, I I � I : , , . . "', I '.. -, ii; 10�*t, 'by '' L h6_'. s t'" 6t:a.,�,;ict -t b d.' , 1, , I ,;� 11 '' "" � "w ,is b , ,�, 1:�' 'I I I ; _11 , . ., ­ , . I ­-,.�% . ,. I 11 I , , '' " - ` y freeze.- Hyd.rants raLst h' v' arl " oil � .1 I .. - I .- - .., 1. I � ? .,� � , I . I . , - - I I I - - rw , . curve � of as la':�ge -,,-is rac I -is the size of the manhole ��ill . ' ' ' �,, i, ,�,4 , I I 1. I ,� � J : - 1�* " I , �11' " . "" ,��, �111.1 ;i`. 1 ?� I I � - . � . , , " , " � i . .1 � 4,1 �., � .. , avie . . ��,+, . , I , ., �A �1. ., ­ "" . .1 : 11 � .. . � I 1, � � I It' , , � - , I I I I ": " I I ­ - _ , -, 4,� .., . . �, , , �;:, I . , , I 11, . - . I 11L I I �% . . � I . - . �, I , . I .1 . . ill h , �a.;� F , . , . LIS , I ' � -�- -, - , il,�!. I ,: . ,,��' ��'- . � , � I , � - � , L . I � 4��,w� . " : . I'. �, , I . �. !. 4� brari.QhQ�; sha I �, I 1. . . - - line to af f ord lubrication to all''workitig parts 'of the hydrarit,each time th6,��', ' � " , � , 1.� , I " . , , ; I 11 . . I I � I,— ,�. I . ", . . � I watei I . " .1 " ,; '! ­ - I I . I I I . I .i it I I I . I % I I . 1� �'. � ., ., . " A . "I * , � , - ,,1�`, ,,, , ", ; . .� , I �: , ��_­­' , ­ .­t � � " . "'. . I I . I . . q 11 .. I . � , . .. 1 I .; . 'iv , _ , � ,; , ��­ 'A I ­ . . I pcxud -, i .., , � . . I � . I , _­1 I . . I � Y . " � "".. - 7 '. " 11 : . :, : � � 4" 1 1 1 . � . . - I I . � I I I � " 1, - ; " "', I . I , . � I.' ,� I I � L. . . � I I I I- I .. I . I � . � ,,, I . I I �� .. - . . ­�, I I � 1.11�' �� � I ­ ...- . -ant is operated. - . I . , ro, ; . I 4,�.,. _, .4 r. ", ; . !, , . - .�, , �, I .. . . .1 � � -, t , -.-­2-r,0-5,."1 - -v4tio � . ., . I I I .T , . . - � � , ,, � I -.,' I 1. I ,� I : , 11,� , . . . I f , ,I. .." � , , , - E-,Q I I � . . .1 I � � I I I 1, . , ­ I hydi I I.. � � .1 I I � I . , . , � _''.� � C; ". ; . I I I � ., , " . ­ . , " r� '' .1 '' I ­�, I .. ! , - �';� Z":_�.. 1, . . � . . . , - '' , ­7 - ,;,: ' . , � - I . . . I I ,� -, ... � ." ,�. I � , , . ­ I ' I " I ­ -, I � L . . . - ­ I I . ..: . .1 . ". , . I . , . . .. I ., 1. i . It - I I I I li.t ­ I I . I'll I I ., � . I , , , .1 �I_ . . , , L. " , , I .., �, " I I I . I I . I . �it;: a ip a. r I I I . . " � . I I I t I 11 � I i 1. .. % 11 ,� 11. . L ,i� .i; I ,� I . � I � � "'" . � .� 11!'� " I . I � . I I I - I I , " - "' e - b ­ sh 11' b 'aUthOized I .., I— . . . - . � 11 z --- ­ -� . I . . ", ''I I " , ,: 1. 1 7 - : - ­ , , - , e rfEL,de, by, yper " cut � I I , � I - . , , , ,r 11, I * - I . . , '� . - ; _ , i . 1� , " '' ( a ) - - e..�q4V .p Ludes, I _. 4 , .11 . I I I" � � I - " I All .. r - . ;-:;othqr�4�e . I ... ­ . . � 1. . ­ . I . I . � , , , . ­,� �� , I I I f ,''. ,` �'. , ­ , . � 11 I � I - . 1. - � I . J;' .­ __1. - , . � I . -i-ed in -p ace;-. ( -etie thx. (, b o K_,�--, i ' " ' - , , , ' ' I 1�- I , I . . I 1, I ­ 1.,, ­ i�­,, ., , , . , . I -List Blocks - ltedtrairits''­ Pou �onc�i 1. C , . I :� I .1 I . .1 . . � ,7 i , .� I " .. ,;,. , , �1' I I � , . , �, �tNe,�Zrlgl , '..", 'Care "shall be o-K,Orclsed not to excavate below he;firiiished,sewer gr, te 2-12, Manhole_'Step,�.: All atinholes, w th,�depths between 5 feet and IQ feet in- (f) Thi I .- ''I : ". ��:. I . �_ I �- - � � . . I � � � � � ,aac , i i oy . I I r'. 1, , , � I . I !. � b floor . t . . I - . . , I . � I � ' . - ". , , ' � I ,,, I - � 11 I I I , " . � I I y , ". . '' '. . ,j . � . ­ i ; 'i . I -iel,e t 6 pipe '. Ine;cc , , 1, - . . I � I ; �, �: ,,,� . . I ­ ,1.. `bt wb� -L�'O hq4- ,�MSLI.itable iritteri.-a''is' - Where' this� I rom, :tire - f loor of the manhole 'to the top of the manhole cover shall, must be provided at ,,ill points of uribal, ce( prQssLwe wt h" ' "" �ud Pa I--, � '' 1. . I � '. :, , . " . . an L _, . . I , , 1:. . 1. - ,'� I � ­1� . . 11 1. .1 .. i �'. � i I , . . . � . . � I . � - in , 'bvilt in place stafting,2 fe e .floor- at. one foot . apa 11. .- lu S I " . I . . , . , .� - �: , � . cont I ' �' ", "' , �� . � �. � , I exce �re','.r66k,i,.! , A, : " enC0LLntejv&d.* cond' 6ion � . . . I � I QiUs,lvely, measured f . . I . I � r-1 I* I , , , 1, i , _ _ :,9, I 1 I 1. .. , - I L . . . i , I �, I . .1 .1� 1. I .1. '19. I - -­- I Pthr and .� � � I I - - . � , � , I prevc, , *,'' io ax,riec, six inches;below the. rE 'jUit th.i,s space a , aluminum steps cast or, , e t , from' t h . . 't. ThrUSt blocks shall cobfo:rin to detail� And rriinim=�'be&r-16g.�A ��iE'� as'.1,9hown (Dr! the. I ..i I I . . I .."; �' '1� . I I it, �oalvat sha b -, . 11 I . . . I I I 11 �. I I . I � I , � I is 'e. t J �C 'bd de , .t . . . r, . : t�': , I . .1 � I . . __:�f'11­11�. �_­ , e cr � I ' . A I " I I . I., . ­ I :1 . 1, . " - � ,.� 1",", .. �� , I I I I � . ,­ 1. I � - I , I i I .­ '­ I � � " _ ; '. . I I , ­ .-, �, "..., Uic - �� ). r. abl ateri� . oroughly coff : cted, , - -val�� term: it " -,e t below. -the op. - All'iatr roles el: -awings, and shall beal- against undisturbed eart i. I 1� �, ­.L � :;",. I . I I, I "I I . _ , , , `,,-Iobi ' � � o"th e­' r',: � i I, I' t', - - J th " 1pa . i� x - 10 Teet deep Shall riot cit . I L I . I � , , . I i f ." ,, ,,([,`With , e�i- fl �,` or 'A , an ,[ ,,ir'te ina Ifig 3 f e it I I . I - - '. I , .11, f _J I 1,� . t I � ­ . e, ma , , I .. . t ov i . L I I I � I I I I ,,,, � " ��'. - . 11 � , I ", I � . 1� �,, �� _ , Y )11 I , ,, ", ,*;_ ".'' � 1. I , I I , . �­ I 1. I , ." , I ,� ­ I . , . I I I I � . 1 11 I I . * 1. I � I I - - :r, I , ' ` �' I -11 be furnish �t for ,c ess. . � r. I I I I . _. . ­ ".�_�, , r ,,, I � I � : . .1., I � I I ,� . . r I I I J'� e 41and ' ' t -to �in th ,es t . fo I 1, t'ji ly st ep�s U retrac table, ladder ,sha a C . � � -:� _*'i . I_; '-L ' � - � �"'r . ,,`� . , "".' �1. I � I i Uoles:;-Xor -pipe bells,shal, b '. excava- ed .Sure' at,* th6',pipe'shall i r :-its I I qqn ."xi. ar b t a " o � I , . I . . . '' I � . I , , .., iI I . "., . '_, �. . 4 - .. 11 , . I � ' ,� , , I I . - I '(. �-." 1, , ,� , ", ''i , �', I , . � . , . !. " '. I I - I % �, � I" , ,��,.. _,_1 I , I 11� � � ,,,, ", ''�'�,', ­",1­, :, �,,If � 11 I '' 't , I 'L I - I . ­ �_ , 1- . . � - .1 . Pe aly s and hyd.rants shall be ' - ­�' ; ' , � �; "I . . - �� ; 1. .�� � ill I I _- . I , ": f. I - .. uction Methods: All pi :fittings, v, o � '� _� � ',�' , I �1, � � I I . . , I -1 ­, . . . ­,�­ I ­ � I - !.r�y, :' �� ��: � , �-? , ,� ?'"�: � :,' I 1. , - i. Intil'o. ,�ngL4 upqn, the bO �tom, of �t re� 'di ch,, I., ­ 1, 1� . , . . __ � ''I I : " , - ". '' . i . . . � _ " , ­ 1, - I , . � ­ d C � " S"U'll oid, � ." , � , ,i,; 11 ,.,:'� L ' 1 j ,,, . , '� �, I . I' . I i , � I I . �, " .1 . . I ,, . � . ,!...- � , . -ed arld.disinfected in accot-dance withAMM C-603,':'arr , , ,,,, � ,�� L '�! � I I I ,� �, , I ,� . I 4 . . ­ . . .1 . alle . , . � .1 I "' � �, , I ,, , I I I I iris t, id, teJ .i of , ,, . 1. . I I I 11 - I , , � I 1. . L I I , . ' - r � �, I ; J ' 1: � I , ... . - . i . I I I ­ _.. ", . I I I I ,.1 I , . � . , � " ­ , . 1 I I -z� � .. 11 1. . � ' 2-13. Max-itiole F�r�un6 �()Vo 'S: ' �C - be Neena.h R IWO . . I 1; L " I . ': ,,i,. 1 1. � - - .� . I '' -, . ! .. . , �. � ,� 1 ' I . `, . i - � L I S arld,.0 X N"01 e � f rame and cover- shall � I . . I - ''. �. I 1: I ��, � , . . " ­ �� -_ gravit . sewer l"Ines - ,the bot totii four ''InchOs'of the trench Shall be I -quirements. L � , ". , , I . . 11 I I . 1 . I 4 1 f''% �, �� � ., �_ I . 1, , . i ., " I , . ". " , . .Vol . I . I . � I . I - '_ Re I . I I I , �i , ,,,_?111�, . " � �. I. � I . � . . 1�� I . y i r I i I ­ , . . I 11 I 1�. "'. ,,, .. .. ., ; ,:�.�", i� . I . , 11 . I .1 . I .1 , � . I I , .. " , ":I , ": ."% . a Type, r1he approxinka t e 'weigh t of fr-ame, and , I ,: I. 1. I . ,-,r,, ". ­­ . . '��­, L, � . , � , 11 . . I I . I ( ,. . ,..: Ai. ­� W .-- I � . with , 5 non-tocking lict of approiied equal, _ . '_..- I � �. . . %, I -1 c � . I ; � - . . ­ - . .. . . . . -, ­ ". . _ _ I I ­� I I I � I . 1. , , :, I , I �; oxciivat,ed_brily,�ti- few.fbet'la, advande of tho,pipe', I�tying,� by espedir, Ily skil -cl raen, , , . . ' I � � . 1. I ­ _­ _�­ � . � . ­ .�._ . - I , , I . ) . � . . . ­ �, j; '. - I . . , v requil,ed is 400 pounds ­ I � . '� �, , .- ':_ . ,I I 111. I - 11 � I I , ., . -, i , `1_. I ".� � �, e set parallel to ,the Krade line of the sewer iftvert�,' as . . 1�, cove J � . . I . .. I � . I . I 11 � . I I I I .1 . I . . . 11 I '. . , I 11, . " 1. � 1. tIf)o-RSur1r1g A'OM.F ovex-head lin . . I 11 . I -_ * I I ., i: ., I - � . I I , . . � � .�� ,,�i I _� �, " , I I - ... � ­­ . .�­ . : , P. "t. � , L , . :- . .11.1 _ -, ­ �, -, - . , I . ., �j ,. I , I . I I , ­f. .. ?, , , . , I I . I � 1, . I .11-11 11.1 � . I '.. � , ..;­ . . 1. ! ,, 1. 11 . . , , _�,, " � I . . , . I . I � , I I . ­1 1, 111:1, � ,�, .."L � , � 11 . o." , . I . , ` . ing GvaVity Sewer Pipe" - � ' ' . . � . � I Z .11 ." � I 1. i " v " 11. 4 I . r I - t., `. , . .ci, ;led , 3-ty . . *. . , , . � � I . .. �� . I � , " 1. - _.'' . . , .. ,. i", . , t, . . I i t 11� , �4 (spe , 4 , , I . . . .1 I ' all, b ; . I .�, .1 . . . "; " " �.­ � W - I I � I 11 I I . , , � ',� , ,-, �, . I , t � I � ­ ,,,, ­..� I. ' . . . :, o; - I -, I es: Copper- tubing f ay I I ­ � I. ,: � �, _. -� , :1 '. , � �rji,_ . - "'. I I _ I . , ­ ­ '­ - I � 1. � � . � I r.. � - or watei, s(.*vices sh, e typy�:K seamless I. : � . I . . .. � � I .� I L ": . , I �', , . "I ,; I I i ' .1 ". . I I � I . . I I . I . " . . I '. 1 '' I .1 I ..., " I � _ : ­ L. I'.' ,�..111 , . ,;,­�'. ."-, . � " , , !. .i.. . i i ' 1. iC S . .1 I - - - direp " � to AS'Al B88 with compression .. ,r ", _ : ,�; 11 , ,� �, � ;­ ­ . ,!'� ' .. ­'. I �, I., I � � P . . '' , _ , , , L' � ,P . _(14. " - - � 11 -.and'excavated ruiloial shall be deposited neatly a t rt pev water tubing suitable for _t bLIXY CO . . � , ­ ,.''. : 11 . � , � 1. � - All ear th ­ r he s le I , cop I I I nfoi . I .. _ . I , � �: 1� _� - ­ k_�. ­ �� I I I I I ,It I I 1. . , . I . . . � � .1 . - S .1 I confoini to, the incidental � 1.� . I � . r . .�A 1, : I I .1 Ili " "', ' . . . . . I _'. - C I "I � ,. I I I �/. .: I � - � hc�f,ttxe'_�yqn... ",,� - the . t6p,jaiateria_ Carefully � :�;electq -in I ' , on flaved ends for fittings and � unions, I I . . -,: , . ... ':' ' " " I' K6� t' sepaxate. -, ExcaVa t io�n . � ;,_1 I I �, � ;, I �, 4 - ; -eda t 11aril I I .. I . . , 11 I I i - I . " I -ec- -triholes, shall I I'll 1 2 14. - Rj: 101es ' A I" pj as t im ; __ , L I . � . �'., I I I �o _ I. . 11- . ,;,L�,_;:j, ' '� . . . . I � " � .��6 -. I., , . � . . . . I . I es, e.g., - � -eps �rfkxjth inverts, etc., arld-thol i I . .. . I I .11 � I I 1. � .. I . � ,:,� , . : . . I" : . _ � I i, ,�;. . , .,1 � .I- . i ­ -it . - i, �. ,�q � �), - L Y1 h 1, .d , c . . requirements Ca �' Place (witiol st ) I I .- .. . � � r 1. I . , I. �,''r �_' li �` . - '' ­'$�i5�t.�,oh la such`� a' "r- -uct S-Creots or alleys as - . f -i � � ,%­! ,, '. . _ , I � I "., : � �, , �,, I I : ... r �1414 , , obs ti little as . I . . . � 11 I o, ", �, , - - I I .. I , 1. b -� 'J, , ,,,, . I riannej� as, 1. t; . I � � I - . I . . : I . t . ' ' ' I I � . *_ .T: " .11 I - 11 i, , , . . � -e - - I . . I I ., I 1�.� ��_ I , I., 9�;,. QP ,� '. � . � . manhole s trup t Lu Ithd aCt*Ur0.$haIl Coll:eOrITIJO the 1'eqU Vefflonts set' forth in � i . -1: .: , . I . - � � .�_ � 1�r a ,�QL � E41 I' I.JnQ.-Ptak�8 shall,be jp�o( ted., � . 11 . . . . r .1 y or connected, . : I . �­ 1.�,!�. � 11 I 1: . � " . I :1 V ,�. , , i' - - i'd � : ec � JfiallUf , I - ons into 2" mainsi shall be Mpped,directl , � , P I I I . _111�1 I � .1 . i pos ibi6� " c , : . I I . . �', .., . .1 1 11 I I I .- . � � .. I � I . . I I , I I � ,.: I I I , � �� �;�;., , ", " , I v , 1. I - __ . . I �ct- a t e Road, S Ocifications. with 'the exception: rl�ype Il Acid � , 11 . ,; . . ",:_ . � . . - .11 , ­ I . . se ion 226,,03 ,o ­ L I .� I .1 , !,;, . 11 .1 I ­ . I � '. I 1. - , c , - . . I . . . � .. .1 , 1� 1. I I I -ap saddles. . I .�L ,� � :�_,�, - . I I I I .P 11 1. I � 11 I . . . , , � " I � , . � ., I I �:,L, I I . ' M,y sewe-V construction. 1. - with double sti I . . ` 1 1. I .� i 1� .. , � I � I .,li I , ­ -1 . I � . L I . I i . r 1. 11 .. � - L, "i I I . r . � I ! Resistant Cement shall be used,fbr s" i t I I . .%, , . , ­ I ­,�, , . . . , , _ ' . fo�E' rt . ani i I''. I I �, , � . I I , I , , '' " . 7 1 ,; " I I � , �od' ,ill Order -to �SQCLU�e a' afe WO . I . I . � , I ,�� �,� 1, � '. . L� " " I I . I . 't . �, ' I (d) ..,,.,, Where requi i I rkifig conditions he . , � , � I I 11 I � , ; , I �-_ I " ., I . I I 11 � I . . . A I I . ,. i t, : . . 1 I I I !:, I 1-1;1, I , � - ) L I r - .1.. . d Lc LyOdt I Ll -ing - I 1, i ;. , . � I- , tl." '. . .. I 11 � I.. .... I ­ � . I . - r . - ­ ­ .1 . L, � ., I I - �]"r ", I I 1 141, , . ,%, t . I . I . I . . -shall b , .t' ' _;� I I I . i", , 111 . ,I " � . . I . . I � , � . I I i, I . . . ­ 1. � I I '� .. 400 , L , � � ': ,, , I I . I I I !-,(k,o!,1,unen, o.provent, ,excessive caving "of b6Vks.'ol, injury to-E'tdjacefit pipes or- ,stl'uCttLWeS, Service connect, ions into 41, ntins and lavge-t , e r I ­ .y I . � � . .;%, �� ��, � . . , .1 L, � � ., � dir . - '- . I, . . I " �, 1. � I 11 - "' , . , ! , . .. . I 1. �� I . I ,�dff 6. ­ t� 1.� I '. - to pro�'10& ­ ­ , - ­ . I . ­ 1, I..", �. _. ­ -11 . . � .- . . - I OVed equal. � I., � ... I . ­, � i- : � ; ,'!''; ,%­ 1� ,f, i � .. , 'r i' " , -ion size and design shall be used by the. Contractor - tch - � , " I i � . I . -poration stops manufactuved by Mueller Or, Ztpp.t , , � I I �, ". 1 � , ',., , � . L," : ": , I." 4 : I " _. : r �. 9heet IfIg �Iol J.c 1, I . . , " , . ' coi ''I I . . _ 1. I :1-1 ,fl L ,,,� . � . I I ­ , . " �, _, J , . . . r :. , .. � � �, _ '. �;, , . '': , I .� I . . ,ossings: I . . "'; ;11 I ? "...'' , � I I � . .6tect ;J)jt.dh Ci Where indicated on the'drawings r ad . I I f� ...... �.. - I I... ­ .1k. � ". ­­ I ­1 � " , ", . , : . ­ , , . , I " rt in al � c4ses,, it- shaU. be id;ie Cori,-,t�'-actor's liability to actequ�ately pl. . . � I � � ­ ­ . ' I � " . � , � . r. . I I I -��Appo, ! - ,,,. I . ;I I . I I . I I . I, -, � . ­ - .1 � I � . ­ Il�:':" I ,­ - 1. . � �. . , I -uctOct ,Ls detailed oil -the drawi igs. Ditch t ­ . ­L­­ .1 .. I L , _ I ,� ,,� % �,� ,,, , '' I I � � j Erigineer, I . . - 1.� � . , ", - r. I - ladja6ent. propp.rty ownei-S frw damage �,-a,ukd by thg' c6nstl-LlCtion of these facilitle�E;. I ditch Crossings, shall, be const.r If I I I . I I . . I I I . . . . I I � 11 . 1, _ ­! - T I I I . �- 7 1 . I . I I . I. 1, I , ­ 11�.�� ; '� , . . � . I I .. . 1. I - 1, I . I . . I cl�.bssirigs shal I be coic0d. so as not 'to interfere, with the flow line- of the ditch, . ;,.I i � , - ; ' * .; 1;1 . . I I � � . . I � . I �1. 11 I . ,.- . . . . - . _ . I. . ,�,,,i� .-: �, i ": I . I ­ . . I I I I -1 , I ' I I . . . � I .. I �.� " I 1'.� I . i ,. � 1. I ,-, i ,_, ': .1 11 ­ I � ­' ­1., . 11ow ", ,r � � - . L . � � . ­ .. .'' ,4 ., 1:. I I- I . . � � . . I 1� �::. I ­ ! ; . 11 . I.: _ . I . - I , � � 1"! - ,�, ;-. , If.' ,,- 1. " . I � ,� _ , , � Z'00.i. - W-4ter ,in - �;,xc:ava.tidn: Mater Aall'kiot, be a ed � In the, trenches while the . . I and also to pxvvide adeclu,vte SLIPPOl't to the pipe line. I I . �- I , .. _. 4 . - " � ,, -:1 1, . I .. ".'. I ,.,. , .,; ,if ., , , . : I . I I . I I . . _. I I I .- . ­., �Ii�',. , . I I , . - - I . , ­�' ­:-��'' , : " " ' � , � , � 4� � � I I � V. . . . , , - _ . . . I— �, .11 � I I I - ; . 1pipes-'ard�,bEiihg.lajd. ' r1'h6;,'Lt�;6:Qf a' rwde�n,,-.�effiq,tent and adeqL.taCe well Point' system of . . � � � I . -1 I I _�,_ � 1L.-Ol. 1. �. _:�,: , - I;_ � " I I . I.. I I , ' ­ , , I . i . ". . S. . I I .. I I ., , ._ �� ­.. �, ", I I . �. ,. , ` , ;, .4 ' 'rests: Al' - s � ", - � ,::� -, - _, . I - I I , mean � - .. 1 .1 _ " I . ,. r � ldeWat, ing,:wilI_be­re uii'6.d'--., Qth6gi 19 Of c[6�,ttering will be permitted o . I Pipe work constructed undei: � I 1. .1 �., ,­_,��.,,­, . .... .. ��_�, I—— �, , , . 9V ' -,, ' i , lily by -the � I . � ;._­ I I , , � 0: � � : : � ,, � . q , _ , I . , I J. '_ I 1, . .. � I .rl'll I " . ,..,. _ � , el . , - . . " � I . lapproval of the'Erigine,Qr" I . QY * �' . i . ion,Jor faults of, defects and any deviations or omissions fl-om 'the plans I . I I . . I . I %, . - -,�,, f "­ . , . I �� '. � 11- I I � '�� Ili 1. r I The Conti act' "' ,shall not open Lip. more,,Lrench than the UV,Lil- i to visual inspect., I I . . .11 ". � " " , , - - . . I i- , . i. , ,,, '' ; , I , , , Th6� 0 le Cbrl�ractor . . '.. � . � ,. i . , , ,,". ` L �� ­ V , � ' ' " ' I . , � f 1� , MI �_ �, ,,, � , I ,;, .. - . - are eWatei-.,,,, , �. , ­_ . L.. osl .. . . I if ic, , . ,, -recte,d at ,once. A � tests' shall be made by' tt I I I I 1, , I . _:1 � . j - 11, I . � 4 � .. . : ,C�. _," ;tbI6 PLIIppiri� fa , ties ablq tb . . I �hal'l as.�Mlle 1' PO SibilitY . ; and, spec. atious. s . e doT. I ,.4 , �:,� , . 11 I , : - a�c t 6 t�',:' I hall 6 � 61*:t",�, , d ontr: , � . I . �!�-� , ,9 � I , .:, , ­% I � I I i 1.': - , . I . .., 'Itration for the soweri system 11 . , .1 .: _ - �.�_�,,;'' � . 1 i, � - " . I il 'L' � 1. . L I . . I I , . " " . � '�., I - ... rib, , - . I I I � i; �.� I :,­ I - I I I ,��' �Ij,� I 'L� 1. . � . I ­ 'I'll, I I � - �.. I- fQ.r C SP_Os'illgL� Of all Mater ,SO as A . __ _ , , � �4",q: Qr' irl:terfore Wit " � , i �t osence of the Engineer .ow . iti I � L.�'. �' 11 ­ , '. I . t . lot t6,,:Lr)j " , ' ' 1h tho'nottial d_i-alri,age of in he pi ,ill able limit. of it I . I . , �, , � , .­ � ; _1 . . I � 1"'. . I . " I , . , I ,I I ­ , " _ ., , . r I . - � I . . - 24 hours per- mile . I . . I I "' 1 , , � ., ,, r 11 I � � . '' ; . i � , ­, I . '­ � - . I r., I ;�! I � : , . .11 -ri -Pry irl ' �� _ , I "Unk - lateral, shall not ed llons peir � . I I : . r . . .I ".­ tei ..whibh "he., is wQrkixik, j, _'�-,jl jj�_) ,,case �'stialj, pipes lines,beingr� installed be J 01 any one tl -,, irktin ox . . I I �­ I I .. I I __ ,,� 1, . � � . , . I � , ,,` '�_ . I;_ , � I �, t,tle , ,�- I I I . . I - 2. 11 I I , ; , - I i 1. �, , � -��,� ��, �, I � 'i ' .. . � : �Ia � , , , . . * I I � . e� . "! , - ,! . . I,- as ctlt- � .. ; " ; .- LL f1c, � � I .. i of !jewer all sizes where the . . -t of the sewer.':L�f COnStl'Ucted below th,e USLU I I i.. 1. I .� . �L . �.. - " � , .`,,,� �- ,- . , I , � -, , _ !, , tl�jqd -for, SLICL wator and ,.the (-- - - - . ,invex � .1i I aiiiiis -As'!&�the p1p6',shall be kept properly and adeCtUately fol . I , ­l-,. , I : � ,1. 4 ­ I I � -1 , � I � 31 ,tL . - 11_�;.-i�� �;,�s- !� . � � . , 1. : '"' I LiCtion by -the . * I ­ I - ", :"; ': !, I :,,� . I I , ,7 _ "L blb�k6d dUV,�ng 'j�Qq, b Ovised equip- I,- 91-OUlfict water elevation. All experise of the above ests shall be borne by the Contractor I I � I I I � L.� �, . -1 i' *,' _ , - pse of approved stop ors and no t e impr r . - . I I I : . ��', I I �. I '' I ..-. I r, 11 1. I 1; . � ti. . 1 ...., . _p. , . I I . I � � . I I ''I I . ` � I . ' .: ' ,.': , ". I., I t _'�', ­ . I I � � ­ � il I - . I 1. . � 11 foo t L O' , , '1'1',,F,.1d, 1. � . . . f . 1. I rr)orl t r I - .,ell Q prevent. the eatrtwce of .muct, sand, or, I a he uni t price bid per . . . . � . ­:;' , ' .'' � � . ` . - ,� ��_iq,, , i.,_ , � '. , All -zfiwes��ar it' ns shall be tak t I . � I , f pipe; �, - I � .1. I I ,� Y.preQ4� ,io .. . I . . 1. - I 1_,t �� .i�l I I , � . ­ � ­ , � , � �� . �.: , � � L, , � 1, � . . i �Iw. I I ,' I , " ' � ''. 4 6,�, 2 1 � 11 I .- , 1 I . . ei: �, '' I . I . ,�.� ­ _ . �, th work, any such . 1. _ - . I . . I . . . A , r'­ 1, , . �. -.: "Ill .., '. . ­ �.. -, I �� ,,, ob!�.t, - p, - I - ­ � . I � I I � 1,1� . , . i I - � , -1 -1 1. I __-*� - " ;twO41g. mattex q�.:�Ato %th .Pipe lin s',,,.alid. on cbmpletioti of 0 . � I., , ., - � !­ ,,, , , ­ : i . . , thex ,., , " �, " ,, 11 "I. . _­ I . . . I I I � L . i ��­_ � ': iT '. . I I I - . . I �, I , _ I I . . - - _ 6ahed but so'that' the ent'ire I . - ­ � ­ . I , 1, . 11 I. I , " 1. � - , . * , , , I I � . 111a t 1 :; . , y h Kq,pip��Ql.e ' be c"I . � . .- . . - . . . - . . - I .. ,,,�, " " i � ,,q1�.iaI_iwhidh. m4 -� a d the �pipe JineS -triust' . � 1%. _ I r ''; ­ 1-i- , � � . �. � ,,, �.'. I , c�­­ . I I . � I I , % ,I. I �: ­ 4�� , � '' � � * - , - ' ' I . � I L .. ".., �, *��Ii ,. o, .1 - I ,r I . . . ill ,60� 1( � ,. . . . I I I -1 - I.i. I I 11 . .. - � , I y-Ed6m' W,J 3 It.-6lewill: 11:6tL ' ' - �:,: _1. � , r ":, . I I � I � _ I . s ­ ­__15111d Mobs t t 6d. 11 i . I I . , - � �, "'�� I � ".., � .. " ., I � ", . � ­ � I" 1 �,,i� W - . I 1: I � . I . I ,. I . , . . , .- ;­ ,;�' I.� I � I , I .. , . .11 .1 � - .. . . , � " . ­1 - ­ I I 1i ; I ai�. 1. .. ''.11, - 1�-, �,,� ;' , " ': I . ­ I 1, I ., I ­ . I . . I . � I I "I t �,��. ",;,ii � 1! . I I- . �, , . .. �� I � ,� ;� . . I . I I iir­, "'.1", '' _ ' �,:.. I � I ". , : " �; i I iL T' - -,;. I � � , .�: , r ­ " . , I . ' 11 ' � I . . � 1. ;� , , ,�"r �. I - ; ' . � ,'��:_ .l.", 1, -�� 2-�Q7 . " I 14.6k*', ".", ­Af t , * -, I Q ],�eeg­la - .1 4pp- 11 11 � I I . . . I 'i.;-,;:i `,� 'Ir , 1.,'� � I , Jil �1­ " 11 . - '�, _1 11 L . 11, I � � . 11 I I , . �Ifll�, �.". , -, . L ;'�- `B,16�M I er -pipes fav id, "Itest6d and i ' r-ovoct, the 'trenches I . 11 I '' _ , 11 i;, . '. I � ,__. - , 1�� ', I 1. - " ',i� - " ' I . � I I ' ' ' �'� " - �j '' L. '.'fine loose,, se,o!. I � I :, � ': , ��, � 11,� �� , i i " 1. i�h ::� " � I I I I 6&'�a�Rq�ud Rth!" , , '. I � A`��dir�t6.L ree of '610 ­' , . % .1 .L I '. . I . . I . . ­1 � I I I _� . , .,�,;,. :�� " , " I , , 1. '."I � , . I ' , , , , , . . I r the- . . i- I � I . i.­� I -�, 1, , " � �` � . � , I . !' 'I" i' �,r :' " ':­ , tt6r.,- '�t , erial: a,refUIIy'd6po.sited an bo�th sides of. I . .� L" ��'��'�,� I � 4 I I . ". . " . . �. " 1, sLouos'atAd' ,161'01P�riia iis mat , , "'Shad"'U6 6, .1 e I . I . WA TER.- A ND SEWER, 11. .",:�, 1�1 '"'.1"", ,,, , I I .� ,1 '' .1 - ,,,, , , . . . I— � �11 -I ' � __ ".". �,� ,'�� I ,,;,��i _1. I I . . - � . . , 'e� - I . i�­ I . I " ­ � - f il L has been pla e . �, ., , ., ,e. ,, . 11 , P�� �� 't. �. .1 .. I ­'!��I�'­­�­'I:�'.� �, . I ; � -.111 � -I , eno�gti � I I I I I , . :1. _ ' I . L . , . I , , . ­ " L�, � : * _. " . .pijj�,,�',�,4:t-��thQ `r�')W..w 't,uw oaric ,� thoroLlghl "t"W'',p6d, awiici. � ilunbed Un ti I I I d'd . I - ­ , , .� r e", 1. i . . ,.� I " 111,­­ ­1, . 1. I , 'Y'....'L . L I I . S -, 1,:i,L , , I �.:, I ­ ''. I , -tL�.; . I � � I ,, . ;: � 2 I i. 1, , ..; " ' - " �- east , � I I . I w, _1 I , ,:.�,� �, I, . , ,,, , � �. '' � ,,�, f-th Pipe �-,�',1%1. ! , ;� q'rlb.'�foo, � , '��''.; �%, L. ! " � . 4ro%ij e,M� r , () : , . - . . . ""­ , ", .: , � r, ' . . � . . I '. i� " 1� I ,i��-1­14, lci , " pye %; L I - ,;(;;Z. �0,�'., i. ".' . ,'.,I ­�', 11 " ­ I", ' I r,',, "' SPECIR -TION " ,,i,�., , . "I, 4 I 1� � . 'd -6, the bell �,Q, e'. , , . - of the 1 I I I TECHNICA L t9 1 �,a T I . )6v , .� " ` qhe remaindet CA I � � r;�"'."­'L I , A''I" , . � . . ft . ,��.,­_ I ­7 1 .. � VIEW 1. - , ' - �'-� . � "!, ,­'l, i MR -M � _-) .,:,;: r-�. 11 I' - I . : . I too .. I (1p I I I , . , - ­ 'j�W'. - V �, .. �­,, _, _ttl�n�o " "do �J_11,�Orlo : it I Yd c ,af fld�ieht tampers, must, b�, &sod �o .. . , " . � ". - � -A ,e �aye�s , '. ari-, :,;, t'-,U e4�;:: 1 , S . /1"N r * , :� - �'/" Lf" � , � � , 1.11 � � ,.,. "t, , , I , , ,� . , . , ;,�; ' . , I ,��! -L ,�­ ! _�_,. I ­­ ,- .",r. . I , -.r � I , . I , ­'L ­-,­ � 4,kt", eac :,sucQeecting I . . 1 I I . I.— .1 I ­,,'�, � I t'.�,_I,r_ ,,;, 'r � . .9 .1 11�.. . ,. 1, . t. . r' ; I -,*_­,1 , I 11, 1� � "V� �z . _ � 1, 11'_,�� " � 0 P`i'L ai- . in - - , . . . � I I - - . I l I I i I , I., . r � . I � . I " , I 1, . I . F� � , , , � i ', `11 I _b� .�QX . yl� 0�.e , paverrien t , is .I I 11 I .1 . I � . . - � I I . , I � .. �; ­ ,., , - �, ,. �. - ­ - �, �., 11 , , -1,0�111 �-� - ",414; ' ,4'OU'Rd PiP6 � -1 - ; � _­`1 ' I . . - � I r . . I '_ " .. ­1� _ �­­­­,­,4­','­�_­, __", i; . " , ­_ . " ­�, . I : I - . u VF. L :, , E , ­ .1-11,; '' '" . , I �� foot 'of :b'a kfii pt , "' rd kl is , -1 will be -'thO1'6L1gh'lY,comp,,V ed U0fore WatQ _a I .� . -rO ' V1 LA ; G , i' ' . , 1d6&-'-­'.-i t b I'd- iki I be placed I / . ' I I , � �,� .1 I " �i ';�j .,,:,"'�-, ,­j�,_,��`- . . tr�6 . , `* I I ' ' ' " - ,, I., � �. � 1 ,�, I I � I (­'i,,i,­ � L. ftyexl$ O* �1 -0 -W t e, inc . 9 IMLY, 1. -, . I I - .. I '11"' 1��r - Ir I '. - -�­ . , os: . us , I by t e 1, 4., 1 1 � _,-�t " �, : I I I � _ , � .. 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I 11. � 1, �.- . !, i - -, 11 ''' all,,, be refil , . - - and ­ -, L N.. i,i I . il. - I , I - , I !. tl, ­, �- �QLLU�s Ir and "St � 91.i 'matel1i, i:�." �1. f-�I. 'I, � . i. �: I Set. ,emn . ,, � ? I �trey, � sh . - �40 , , . =thdd, . I - - I . . .S 1�- to . .� I � - I , .�,' , 'L': 11� I . : . , ,�he,s*-��6'of ,th6,,,�' Lch,shall be reE�t�orect. to the." ',,66, couclit' ';t' l,1014� . C /, T Y , JO F ,� A " , . FO �R, � � ,:; * . �, ,, �% - . i�.­ ;; � '. .;, �,: I �,., - � , , , . 11 I - ' '. � , -, - " _' ,. . ,.i . , . I I . - 11 - .1 ­ . i. -L � � . A . F 1­ � , , , ` , I I . . I . ,�. , 11 I �, - ' th 11 , I 1. . . .. ,, 11 I '. 1�'. 'L.% I . - � ­ . I *�� -ftli ng,uncel� Pipe; where , (�68 ry'. �, , I I - ��,�,.''. I �J. I 'r . �- � I .. 11: 7 1i !, I � I" � I I 1:­". - '. , i " ,� , r. ­ 6, I ' " t ' ' I I � . ­ I 1. 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FRAME a COVER � CJ NO PIPE UNDER g I-6 6 2'_ OF Q a ® -• . 5'-4� DIA,TO P V M' T. v 6" r�--� I I -7'-4" DIAMETER 7 - 4" � -'�� _ . v 3' 11 - ti\ - - C.I. FRAME - \\� a 4 V2 r I Q COVER _ , , : .! . P w _Z T Y.P { \ f•.,l. r� I' \ / I PIPE -N •i I 1p `-i-��-; • - psi I N 4 12 0. C. E. W. _ _ ' 4' Q I 6" L SHOWN AS a \ SHOWN AS °Dl / I 2- 4' g' / SLOPE SAME GRADE AS PIPE - SECTION "A - A" _ I MIN. CROWN OF PIPE g' PIPE UNDER PVM'T -' �( I / \ (! �_ X �� -t \ / `\ l Y I_�_: I/2 CHAMFER -N ° •.o . °0 CURB TO MATCH ADJOINING CURB SEC. SLOPE SAME GRADE AS PIPE �4 - 12 0, C., E.W. Q NOTE: SECTION "A -A" NO CURB a GUTTER WILL BE PAID FO,R .WITHIN THE NO CURB a GUTTER WILL BE PAID FOR WITHIN 16'- 0" CHORD 4`-0" A6fS��- - F OR INLET N0. 6, :� 4 1/2" SE ' .THESE LIMITS - DWG. NO. 10 ''I -l� LIMITS •"' 4'-11 3/a" NO CURB a GUTTER WILL BE PAID FOR WITHIN THESE' LIMITSI - 1-61 5-0 fI- - }—�- TYP. NOTE : a 4' I I fie" a 'N PLAN THIS DIMENSION SHALL ® �I N I SLOPE SAME GRADE AS PIPE 2'-6 4'-0" g" BE 5'-11 3/8" FOR ►NLET PLAN 4" SQ. CONC. POST RECESSED NO CURB a GUTTER WILL BE PAID FOR WITHIN —� 10, -3 _ �� 4" S0. CONIC POST".° ,.. SECTION "B - B" SQ. GONC:. PO T N0. 18 DWG.NO. 7 I - # 4 THESE LIMITS ° •° (D� I it I ' RECESSED � 1 _ "4 o' o 5� il• - =� I ILEE III IIIIRI I III I +D PLAN �� ' - Xf,ECESSED,' I-'!4 _� _ I fir-° � ° - ' 4 ' 9 _`° o SECTION "X -X° _-THROAT SHALL BE „ i 2'- 10" 8' w I I 1O • 6".DEEP WITHIN THROAT SHALL BE 6 •; a -� i O 1 _ v 4,1 z l o -N '- - - - - THESE LIMITS DEEP WITHIN THESE LIMITS I, SECTION '-'D - 0" 3/4" A ANCHOR BOLTS 3/4" 0 ANCHOR BOLTS _l--''d 4 - ,'o _ a ° c o =� o� �4I/2" . TYP f�J 6" 8'-0" I NOTE ALL REINFORCING NO. 5'© 12," 6 8`3/4"'{ 0 C AND PLACED IN MIDDLE 0� G� ANCHOR \CK 6' SECTION "C C ; O� (E BOLTS 0R OF SLAB UNLESS OTHERWISE NOTED IEE N ASo ENO o q�P� SECTION "B - B" 4 - 12 0 C., E W. o �IAR6- - a P=N TYPE D-R CURB I LET a ah - J � IN LE TYPE D-L OPPOSITE HAND iD o cp a? /f I 1 N o .� • ` c a ` -1 E- DROP CURB Ott PVM NON - SKID SURFACE r-- 1/8" HIGH l _ 0�o . y. # 4 E. W #4 10 O.C. AS SHOWN 2`-0" (SIDE OFINLETSe co 1 i'- II 7/gl 4 0 c .. . w :v • ,: v. tk 4 I2 " o C. PLAN BELOW TOP SLAB li 2- 9 a PLAN BELOW TOP SLAB PLAN BELOW TOP SLAB CURB INLET - TYPE C'-L q I I 4 I A 1 I SECTION "A - A" CURB INLET - TYPE A CURB INLET- TYPE B TYPE C R OPPOSITE HAND FRAME >� COVER' ,' I II I � 4 �— / '— 1 • GENERAL NOTE: MANHOLE SIZE � s U.S. FOUNDRY a MGF CORP I I F No. 33-C �L _ _ I II I I 6'-0 a M.H.DIA. PIPE pIA. x u. FRAME WT. 118" CURB DROP T - - - I I I I'- 6' 6' 2 - 0" 6" I - 6 o gl COVER WT 70`F I I I LL 4'- 0" DIA , \ 5� _ 00 11 15 - 24 N � / BRICK _ 30"- 36" /4 -#4 SP. AS SHOWN I dD OR 6'-0" DIA. HOOKED INTO CURB 6' -0" 42"- 48" �� #k 5 - _- 12" w \ \ BRICK z / AorB a AorB / ' 5 100C. _O / / / 6 v O\P — I F- I - _ , ' 1 • i •. • • '�-i—a Q N ApR it , I 1 r ° • °' v': ' ° ' .e . o . ' } ' t, q'. L � - - - - - - - - _ r / 6'- 6" SQ.OR 7'-0" DIA, TYPE A PLAN SPILL OVER INLET e / 3 O 1, tD 6" SQ. OR 8'- 0" DIA TYPE C END VIEW \ TYPICAL SECTION SHOWING WALL THICKNESS FOR MH . DEPTHS OVER 12'-0" f� 6 1' 6 " - 2' - 10 3/4„ R ,9 ; 2 Q ` Q- in f'. PLAN BEL,OW'-CORBELS TOP PLAN TOP PLAN - — • MH A a C MH D - ° M H B a C - 0 o - o'- 6 6' U.0 E.W C.I, FRAME a COVER 1 s °' I' C I FRAME a COVER :a ., , a . , oo •' ! ,° =� h 6" TYPE B #6 - 6" 0. C., E W 'j 2'-01/2' o. d e �: rC 9" TYPE D 0��0000o 10 I ,t ° -' "a ' tO CONCRETE VALLEY GUTTER MIAMI TYPE CURB CURB a GUTTER o N w - V2" CEMENT PLASTER 2'- O I/2 uI w V) o a a, m o v 4' 0' U i N '`' rn VARIABLE 8' J N PLAN 5' 0 2, O, w W 6131CK m _ I 6 STD. C81G 0 Q a N /. Z 7 0 0 I C 1/2"CEMENT _ I I 4 � I I N r2 GROUT IN UNPAVED AREAS PLASTER IN- w I — — `A Q I I rti ' ID 6' - 0" DIA. :.' f u SIDE a OUTSIDE I -� > I I PAVING VARIABLE �.�� 811- ' I' - 9 " GROUT / � I + •. � C o I/2 CEMENT 2' - 0 12�1 .. •., SECTION �IC_C11 C ,. r 1 r 1 1 I I I t ao # PLASTER \ / \ 4, 12 0. C. DETAIL OF CURB TRANSITION AT INLET I- VARIABLE I E W d a UNDISTURBED 24'- 0" / 8 E.W. SOIL 10' - 0„ -CONSTRUCT W 5/8' �I wo 10 -0" CARRIAGE BOLTS o 3 - 4" RED • 'a . '. o v 'o ,'- a ' �• "a' ,'; _ •o; � 4"X 4" POST REFLECTORS ` LL } VARIABLE o -2"X 8" f.- SYMBOL DATE REVISION --4' BLACK STRIPES "oRZE NONE �® UNDISTURBED ON WHITE SCALE 11 V V'E w V A G_E�: VENT. I ILL,.1 SOIL �a� 8i C I T Y. O F S ,A SECTION "A -A" SECTION SECTION " B - B" \\ I i\ \ , '► SECTION O N 'o' N FORD I Pos-r SET IN. DEsiCNEDBY DRAINAGE STRUCTURE DETAILS, MANHOLE TYPE A N I I I I I MANHOLE TYPE B a D MANHOLE TYPE C FRAME a COVER �J I_I i_Ir�-CONCRETE I.T.F. DRAWN BY 1 (GREATER THAN 4' IN DEPTH) ( TYPE B -4 OR LESS IN DEPTH) (SEE SECT. "A -A" FOR BUTT SLAB DIM) CHECKED uv STANDARD BARRICADE ITT APPROVED BY , I C.H.T DRAWING No. SHEET OF "I j - IV 181 15. 17 i3 1 K+klZ 11 2155 1-72 51268- FIN. GRADE HORIZONTAL PIPES I I ­AJ rT ci c� 0 0 0 GRADE :��. v HAND EXCAVATION ­71 v VARIES VARIES r- i r- x / A -r i r% K i LUG c I I -TYPICAL ANCHORS FOR WATER MAINS /-_'i MAIN TYPICAL CUT- IN SLEEVE and FITTING DETAIL GRADE ...A 11c 3/4" COR ORAT- ION STOP- TYP E E "K" COPPER "--SERVICE SADDLE WATER MAIN I CORPORATION STOP TAP -IN DETAIL 4 MAIN TAPPED PLUG SIMILAR TO CLOW NATIONAL F-1380 0 ADJUSTABLE VALVE BOX TO BE QUOTED SEPARATELY a INSTALLED WITH EACH CONNECTION. TYPE B ,rFIN. GRADE I. VALVE BOX - CLOW krIONAL N2 F2450 3 APPROVED EQUAL 'VALVE AMAIN TYPICAL CONNECTIONS 24" 1 x 18" t x 13" 1 CAST IRON METER BOX at GRADE GRADE 'jt--STD. FIRE HOSE CONNECTION I & CAP WITH CHAIN _Tlt__CLAMP FOR CHAIN C71 1 ICUIKIC L=1 V n 0 A KII -r nC"T A I I WATER LINE MINIMUM BEARING DIMENSIONS REQUIRED. (VERTICAL PLANE) INCHES PI PE 90 0 BEND 450 BEND 22 1/20 BEND DEAD. END DIAM ETER W D W D W D W D 2 12 12 12 12 12 12 12' Iz 3 12 12 12 Iz 12 12 12 12 4 12 16 12 12 12 12 12. 12 6 15 27 15 15 12 12 15 21 18 39 18 21 15 15 18 28, 10 24 39 18 33 15 21, 18 43 12 24 63 21 39 18 24 24 39 No Cns 0 '2" Min.. - -1 Hl" 4 A HAND EXCAVATION PLAN SECTION A -A T Y P I-C A-L ANCHOR f o r C. 1. BENDS FIRE HYDRANT OR APPROVED EQUAL FIRE HYDRANT, AMERICAN DARLING rr'n rrr-n 8-50-B (TWO PIECE) OR EQUAL ry-d rr-n, fr'n cO all u_u uu I. DETAILS SHOWN HEREON TO BE USED ONLY AS INDICATED ON GENERAL LAYOUT DWG. 2 FIRE HYDRANTS TO BE SIZED AS INDICATED ON GENERAL 7 CU. FT OF POROUS LAYOUT DWG. FILL FOR DRAIN 3. APPROX. 11" of COVER REQUIRED OVER PIPE AT METERS. 4. CONCRETE ANCHORS SHALL BEAR AGAINST FIRM UNDISTURBED OMIT GATE VALVE UNLESS EARTH OF TRENCH. INDICATED ON GENERAL 5 ANCHORS TO BE PLACED AT ALL POINTS OF UNBALANCED LAYOUT REACTION ON ALL BELL & SPIGOT. PIPING ON WATER DISTRIBUTION SYSTEM WHERE LATERALS ARE LARGER THAN 2". rT -n rr,-n rr-n r 6. GATE VALVE EQUAL TO MUELLER DISC -SEAL DESIGN FOR HANDLING WATER. A-1-1 XITH 0 LOT LINE �OT LII E NOTE: VARIES A;,,/, PAY CURB STOPS AND VARIES 6"_ HAND EXCAVATION METERS TO BE SET Min. IN SINGLE BOX. 7 6 1'- 9" Min. L FIRE 6 3/4" CURB STOP tT�-3/4" CURB STOPS HYDRANT 18" Min. BEND C� PAVEMENT 1-1/4" SERVICE - ICE FIRE HYDRANT DETAIL I" rYPE"K"CoPPER uj Ld _j 18" Min. BEND 18 MIN. BEND X �37i "' 66R 0 Tfo P —I-1/4' r�O R P STOP" w Ld /CZ a RIZ24 -915Q. tVv 4794- WATER MAIN REPEAT NOTES ABOVE 0 MA'k MAX S I N G L E D 0 U B L E MAIN LOT IINi TYPICAL WATER SERVICE CONNECTIONS MAIN and FIRE HYDRANT LOCATION IN STREET R.O.W. ED LEAD JOINTS GOOSENECK 41LAR TO MUELLER H-1015 SERVICE Li_;-4 r4 TYPE —A GENERAL NOTES AP2�ED DATE REVISIONSy B K&E 11 2155 7.72 81266- i I u I x � I 1 — I jI 1 .o N --_CEMENT PLASTER { i SAW SEWER 61-211 • vARII PLAN THREE PIPE DROP MANHOLE FRAME a SOLID KNOBBED COVER SIMILIAR I /"' - , ) I I - v OR EQUAL TO CLOW N2. 3240(SUBURBAN) N2 3220 (CITY) y SUBURBAN STANDARD WEIGHING NOT LESS THAN 40OLBS. SANITARY CITY STANDARD WEIGHING NOT LESS THAN 540 LBS. SEWER ' LETTERING SAME ON BOTH STANDARDS. i 'AVED AREAS ; MANHOLE FRAME & COVER -- TYPICAL -- ------ -I _ -- a-- 1/211 CEMENT PLASTER V. C. ENCAS T HERE I I I = 0 4 4 / 41 01 STANDARD 1/8" BEND WITH BELL REMOVED NOTE { LENGTH OF V. C. B.a S. TO DEPEND ON GROUT DROP PIPE TO BE ENCASED IN CONC. (S ABOVE.) CONC. TO BE INCLUDED IN UNI OF DROP INLET CONST. r WHEN MANHOLE REACHES A DEPTH OF " 1 101 rHE WALL THICKNESS INCREASES T( v0. 4 • O• Q• y Q � yC C � p`•a .Q - co ac --- - #- 4 0 If 12 0. C. B.W. SECTION TYPICAL MANHOLE ItLOT LINE 1LOT LINE EQUAL EQUAL f • t N. H. O --E PLAN \ GROUT f PRICE12 4 b v a. q 1 0•• q * L • ♦ : • • • • r �_ 4 _ R/ W o I-411V.C. SERVICE , T 8 1' V. C. M. H. 411 V. C. SERVICE 411 V.C. SERVICE EQUAL— EQUAL LOT LINE I I I v TYPICAL CONNECTION SECTION DROP MANHOLE DROP M.H. REQUIRED WHEN DISTANCE BETWEEN PIPE AND M.H. INV. EXCEEDS 2 FT. 811 _ 4 I�� r ---- 12 ..._Max: SERVICE CONNECTION PLAN FOUR PIPE MANHOLE CUT HERE; EARTHY MAX. WATER LEVEL UN JOINTS ARE COMPLETE TYPE IIAII INSPECTED. TIL 211x 611 AND - 211x 6° BLOCKS Min: PIPE OVER _ 2.%811 STRINGER ��� -NAIL 4 T — — ---- — -- —�T �- — — — �` 811x 1211 PIPE f I I I j \SP�PE `JCL. WEDGE I NAIL.,, I. I I �A� I I 211x 311x 811 WEDGE L — .•` u 1 i ' 2 x 6 - _ ,211x 81� BLOCK a ,. u 2 x8 STRINGER 211x311x811 WEDGE NAIL ' i c ! .2 TYPE IBIFOUNDATIONNDA ION DIMENSION VARIES WITH 11x811 .PILEPLAN _o PIPE SIZE. ao _ II II SFC:TI(7N TYPE II II ' prTinni -rvaP R I CAST IRON PIPE NOTE MINIMUM CLEAR COVER FOR j' REINFORING STEEL SHALL BE 11' THROUGHOUT EXCEPT 4/j BOTH — BOTTOM OF FOOTING WHICH I SHALL BE 311 Min. COVER. FACES I 3-tk 4 0 —� FOOTINGS TO REST ON FIRM UNDISTURBED EARTH SECTION a -1