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HomeMy WebLinkAbout2450 Hartwell Ave Plans New Construction Sanford Arms ApartmentsI c • ITi : tµ y. r.. F 1 Ar I&= A� RMZS T ti ARTM N FQw, m RD Aloft 0 R (J� o) l�\ W 0) co S A N F 0 R wDm"k A�HMS ASS Q"�CIAI[E W, 0 X I IL 0 S �FmMlmlk 42 OLE COU51k OTY F L 0 R I A o- �r a 0 (J) 41K �J Q - 4 - M + _ I••. _� ✓, '7TH � 7r-�•'�'--�Sf> �' '2is 1. S? .t -E, >.t � N ,.i $T- 4ELEfIY �� - - '_ LJIE- -� �' � �. 'm— ' � I i 1 1• tt '. A� I q_ayC1- r _" E A.S,• _ � - t < St 4 '� _ ,- HOSAL A DR. s C•ES EHI.I r7 nc l ._ _ O t.r T - -- y1 y < _ - _ �,Z. 1 � 7 5T ..__ w'��' - � I __. '�_. ..L_ .,_ •q„ �a t_ C:r>uh. _iq `� ,_ ils �-¢� ,?.C°�,+ _ ;r ~ _=S_:,>> - 207F-1 _ I S7 �: ! 2 �iH 1G /-•r_�r-t r(-�7P �I ✓,��c i Y. - . h I S �Te.X 'S coL _�tla� wr Ir�c' �� z np sr: I t j 5 f } 3 <.. E t I - 1 5 1 1 , t ,--'; - L--. z'• a �1yOfPSU1 i 231H _� t "E'i O< 1 S 1✓ I �' { / 'F^ ' _ e1 O IL AM .. S; (q �. GI _ -r - E _ J S Q! "j' `O; <C l �L"�iR A ? o> 1 i l ),J.it9.'�` .i.c.�� OVhTAY�. CLUB RD.<I z < ' ' <1 A *� < G w xl < >I wf LL C MM VEJ TY <.<• f. 7nir V�^ V ..l•.'1Dj O.j [. J?� �o �� ..I _ a w iI :1a.s a '.a `n a O -+ 9 > Y. I L w p f~ W. z '. < ,- f 1 I > I - I I I I F y v:vN EEwo0�0'' T < w 25TN QI EM'°! 1� ST ���! t GENEVAI !I jL>- AA0A 1 , ♦'�< i I I�BFiA HCL i ST . ,ra p 25? 1 OSCEOLA DR. Y, :< , (� ' 9'y4 ➢ATROL— - _ ` PROD ECG ACE J Z V� <1/ ° z °i ___ F 0 R 0 ;• ✓t ^I 3�Q. < I ,26TH �i JI' ST. i/' 3 2 7 7 � - LOCATION ON �RoE. �j _ a rn �* /.' w i Q{ f Z� a ; T - t1�. I ErJ Or. ST r— PLANS RELEASED FOR PERMITTING ON r s- ' • 09 °T `I' f ZI ' WYLLY ST -�7 a- z6rH. YL Lake 1 oe �!p AV. . . / TH j� S7�,Ld I m I �,J CS ® �I 2�7HSTd ! I-r76THj 5T.IQiT - �I REGULATORY AGENCY APPROVAL RECEIVED: s i y Y os c=Rf ' ; 2PTH 1 pD -- j P,nEC ST DA ; ( �LVD. :I i:CYIf rY 'C 'E'p A SOVi a L_[�n/ L,,, 29TFf ST. '--�>C O .�(S riNECRC NON bY� -,� a O AILERON��1rA B LAVRE2 TH 1. C">-PLWEC A,VIh A( - c PERMITS: DATE PERMIT °.P /` <—�. � ; ISSUED NUMBER pL SANiORO pAA+ 1 . a 0 i 1 , 'Ly, CT. 425 P AZA / a 51 AOS551 O ZA r AIS t .. a �? (O . •^L-'Zv 7 7-OUO�RA.-Ad FDER. > WATER 4 - 14 - 87 WD 59 - I598 DV °9.- ~ 6q.0a N° y 1 I>` I Q .010 �� � `'W'SEWER 4- 3- 87 CS 59-151923 O< J'JLJJ •HIld21f O O FLAlA O -J� A 135�T7AQ ODOM 7 —2 v AVLQ WATER rake h r ° g• Lo � MANAGEMENT: 4 -21-87 42-117-0161 N ,_• o,�� i Y !< REELTA;°o o"Y I w rCL ) I r l fl n1 w ( tr ` \'/�` 1'/�` �//1 //� �/�(/_/�) ,/fir' �O f S N TN M♦�L VD Q W Q Ln Ld r0 EE I ORI h1AROUETI (✓ `V `'•� _� W O /1A\/A' `1 / - ' O �w Jh I CORNWALL RD. I�- 1 SC., I _ I I U W �. THE CONTRACTOR IS ADVISED THAT NO WORK SHALL -+ `"fJ ��•A 1 I r �%� / I _ PROCEED UNTIL THE ABOVE PERMITS ARE ISSUED Fti i DARK O AND THE APPROPRIATE CONSTRUCTION PERMIT HAS • o REIDER iCV— I SILVER g--1 ® (n O I :� CARRIAGE t BLVD. I w s, I x '�Af}P.OVE� Q ,i' [Y j n BEEN ISSUED BY THE LOCAL AUTHORITY. l _�_"��.",. _�' ' "P� n O cove �,_ E� ` 1� Q z - -�ENO11NEE, -Rjrq v) � F'LA1V5 _ VICINITY 1 Y 1 i 'IATE I ��1 � LL _ W O . D a V. • k ; N.T.S. �; 1� U ¢f Q b ryJJ d M LJL ZO_ z Q QN O: V7 `t J _ s W W MAW0 > 9990 =1 U �' o F-. I ' ' t- _, Q ncn MAR �gg _ I , .. _ , .:.. „... .. .. x. . .. _. ..... ._ t:. , ,. ..: -. .. .. _ -. .. ... �r ,..-.. � ,Fi.. .r� - ..: •.: _ ,.,..._: .. _. ..... ,_. _._ ...... ... ...... _..... .w._ .. ___. _�..w ,._ ,.. ,. ., xh=.:__ ,s�i, -.. -. _.. :..-- h - . ... s ,::L E , . - __..,. c , � , , �' -__<, �_ f . r, . .4 e DESCRIPTION EXISTING PROPOSED DESCRIPTION EXISTING PROPC�S ED D TI N ESCRIw O EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED DESCRIPTION - ;. EXISTING PROPOSED - - MISCELLANEOlJ 123, I . - . SEE DETAIL DETAIL NU. 1 . TOP OF BERM I . I ; ­­__ --_I --. _.'_­=-."a 1111.111/1I11.1C11111I-11I TELEPHONE POLE -�' =, REDUCER II . ., -_I_. EASEMENT LINE - E/L __ REFERENCE POINT NO. (LOCATION) II GRASSED SWALE OR PAVT. FLOW LINE . i�Iii�!!�II::::Iii:!:i!i!;IIIII�!I�: . ­n­:_-n-_I ./ l_1- -_.0 I1_11_1111111`1_111011�I - *..1._ -_� -za POWER POLE •., O . CROSS _ _,.. .�,_' .+_ ,_.-.__, 1,. I. PROPERTY LINE _®. . II . SHEET ON .WHICH 2 4 DETAIL ,Is FIRST REFERENCED. SHEET ON WHICH DETAIL IS SHOWN I .=.- I DRAINAGE FLOW ARROWS-- __ _•_ __-_�..._ a.. _^rI­L­, I ...-..,�- --o-- -•Gm. __----r COMBINATION POLE ® WYE t CENTER LINE _.,_ . ClL I SECTION N O . SEESECTION 1 tIII (II, _ .- I 4 8 RIP -'RAP SAND CEM. BAGS j_�.._-...#..a,W...-.I .�..�f,.��._�{,:_�.��f�- s-_4 _ s' 11 j.. _- •- __ -w, ..J --_ __ .J �-. _. _ 1+ � ._._J (-_- ®=®= SIGN TEE III ' " _. __._ p .. BASE LINE CONSTRUCTION B/L _ SHEET ON WHICH SECTION IS FIRST SECTIONNISHSHOW I REFERENCED. IN I .. ..._I UNDERGROUND S. EI. O-I-- Lr.-- RAILROAD - • .__..�. _..._,-__. $.___ ,...,_..,_,__,ry -_-__1)) IRON PIPE s PLUG __._ .._..__.__.____.___., I --I ,ELECTRICAL CABLE OR CONDUIT --- UEC .I •. (SEE CONSTRUCTION SPECIFICATIONS 01000901100 & 01200) - I SHORE LINE -l_y�Ag._-_-­­j -)-. __-. y-�_ :- __ _-l. _ ___-_. ,.d-. 1,_0 II I ... NAIL & CAP N&C, O SEWER LATERALS -� -m. __� ` , . -,II ---- --­.��-'­J - -4I - T_.. SAN 8 GAS MAIN_ . . GM . I.T GENERAL SITE LAYOUT PAVING/GRADING/UNDERGROUND , i. ALL CONSTRUCT.IQN SHALL CONFORM TO 1. THE PROPERTY BOUNDARY„AND ALL PROPOSED ROADWAYS, 1. PRIOR TO BEGINNING PAVING, GRADING AND THESE DRAWINGS ANO PROJECT SPECIFICATIONS PARKING FACILITIES,A N D BUIL DING_ UNDERGROUND UTILITY WORK, THE CONTRACTOR AND SHALL MEET THE MINIMUM REQUIREMENTS ARE LOCATED ON THESE DRAWINGS BY MEANS SHALL POST AT THE JOB SITE ALL APPROPRIATE OF STATE AND LOCAL GOVERNMENTS OF 3 OR 4..DIGIT NUMERICAL REFERENCE POINTS. EACR FOER, FOOT AND WATER MANAGEMENT DISTRICT HAVING JURISDICTION, SETEOFNCOORDINATESMTHERETYRESTABDLISH�NG ITSTFIELDR PERMITS. - 2.. PRIOR TO BEGINNING CONSTRUCTIQN, THE LOCATION. 2. THE CONTRACTOR SHALL ADHERE TO ALL PERMIT CONTRACTOR SHALL POST AT THE JOB SITE CONDITIONS REGARDING THE INSTALLATION, ALL REQUIRED CONSTRUCTION PERMITS AND BESTING AND DISINFECTION OF PERMITTED A CQPY OF THE RECORDED "NOTICE OF FACILITIES.. ALL WATER MAIN DISINFECTION COMMENCEMENT, 2. THE CONTRACTOR IS ADVISED.TO BRING ANY LAYOUT RESULTS SHALL BE FORWARDED DIRECTLY TO THE DISCREPANCIES TO THE IMMEDIATE ATTENTION OF OWNER AND/OR ENGINEER. 3. .ALL BENCHMARKS, MONUMENTS AND OTHER THE ENGINEER PRIOR TO CONSTRUCTION. REFERENCE,POINTS SHALL BE.CAREFULLY < 3. THE LOCATION OF ALL EXISTING UNDERGROUND. MAINTAINED BY_THE CONTRACTOR. ANY USGS 3. ALL REQUIRED PAINTED PAVEMENT MARKINGS AND ALL UTILITIES IS APPROXIMATE AND $ABED UPON MONUMENTS WITHIN THE LIMITS OF CQNSTRUCTION REQUIRED ROADWAY/PARKING LOT SIGNAGE SHALL BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE PROTECTED. IF IN GANGER OF DAMAGE CONFORM 70 .THE LATEST STANDARDS OF THE LOCAL SHALL FIELD DETERMINE'THE EXACT LOCATION OF T C RAND OR OWNER DEVELO ER SHALL GOVERNMENT HAVING JURISDICTION AND fDOT, AS UTILITIES PRIOR TO CONSTRUCTION. THE THE CON RA - .EI' NOTIFY: REQUIRED. CONTRACTOR.IS ALSO ADVISED TO COORDINATE CLOSELY.WITH THE RESPECTIVE UTILITY COMPANI . CLAY OR DIRT ROAD . - l__ •--�-� _ - _,._._�_..,..__,._ .�.�_-_ ._..._._ .w...�.o� :a POINT OF INTERSECTION > f ; " " Q PI• ' 'WATER SERVICES -"`" """ "-- �1J ri -' {"'�'"'" _ � " r - . _ W M G FI.7 I__ T. ELEVATION I ,, cJ 9 9' r I FENCE/GATE ! I *= *�=F- - ..., _-_ ---------------- 0 ice---' A o--x--_t -­,' AI. A,L0. ,-1v_._1 -°11--0�' a-ii--� CONCRETE MONUMENT ,__I - CcM. MITERED END SECTION --. "" - HEA ®WALL . =� . t u i TREE LINE' ._ ,.LI",,= �-- ,_..I1' ' �,, N­I� .II 41I • MANHOLE . - /µ`; �_ ._ �. �,._. - ... _-___ _ _•, .s POLLUTION CONTROL. STRUCTURE ; ---- 1 ('` L- . . STORMWATER INLET _.._. _ .._...__.._ _.., ti-_. ,, "` . . SOIL 'BORING �� . MISC. SHRUB O R HEDGE .1 I_ ,,F_ � I r,..:.-..____,.__.". _ , * ����* YL -,. --- . . :I LIFT STATION CURB INLET ,L,. 'I ----. _ __. - -_~ ,,� ® ® `1 ATER MAIN F R E M AI N O C „ _ ______ .N, ._._� ___ - --- -- -- -- ®wM a . ----- F M 4 ---�-® a� » 2 0 STANDARD CURB AND GUTTER » 2 0 MIAMI CURB I r,_.- _ _ __._ ._.. ,_ ---_ .__ ..._ , I �ti.•-----.--'.-- I - -- .,._ , . -WII 1 -.1.1 �-.- -�.�. �.__._ .,..__..__ �._.__.. _____ _�__ . _ _-- _._,._.______ ._..__- , p 1 -I 1,. IIR'1I .N THE DIRECTOR, NATIONAL GEODETIC SURVEY 4. THE SITE LAYOUT IS BASED ON THE MOST RECENT WHEN CONNECTING TO EXISTING FACILITIES. GEODETIC INFORMATION CENTER BUILDING PLANS PROVIDED TO OUR OFFICE BY THE ATTENTION C-185 PROJECT ARCHITECT: THE CONTRACTOR IS ADVISED 4. PRIOR TO REQUESTING THE ENGINEER TO WITNESS ROCKVILLE, MARYLAND,, 20852 TO.VERIFY WITH OWNER/ARCHITECT, PRIOR TO FIELD TESTS `OF NEW UNDERGROUND UTILITIES, T TELEPHONE (301)`443-8631 CONSTRUCTION, THAT THE LATEST BUILDING DESIGN CONTRACTOR SHALL PRE -TEST FACILITIES UNTIL CONFORMS TO THAT -SHOWN ON THESE CONSTRUCTION SPECIFIED PERFORMANCE CRITERIA ARE MET. BENCHMARK DATA REFERRED TO HEREIN IS FOR_ DRAWINGS; • ,. _ , .- . i. , - INFORMATIONAL PURPOSES ONLY. CONTRACTOR t . - II� I SHALL VERIFY; PROJECT BENCHMARK PRIOR TO � ` !FLORIDA LAW (553,.851) ;REQUIRES THAT '5. ,ALL' INDEX NU 1_BERS REFER , ,`THE . .14 SITE CONSTRUCTION AND INFORM ENGINEER OF "'PERSONS MAKING EXCAVATIONS IN'PUBL2c j ,ORIDA DEPISRfI�ENT;FOF TRANS, -I ,,'I ANY DEVIATION IMMEDIATELY. .oR PRIv - AT STREETS,' ALLEYS, ::RIGHTS- z...... �?, :., .. , ,_.R IC I. OF -WAY, ' .OR ,UTILITY EASEMENTS WITH `_ , PORTATIQN ,RQAD.WAY WAND T.AFF 4. THE CONTRACTOR $HALL COORDINATE THE • "HAND TOOLS ox PoWER EQUIPMENT MUST DESIGN STANDARDS, JANUARY ,1988 1 s o T E " ; SUBMISSION Of All SUBMITTAL T H FIRST OBTAIN INFORMATION ON .. THE EDITION. ENGINEER FOR MATERIALS REVIEW AND .LOCATION OF, uN DERcRourtD GAS '. APPROVAL. PIPELINES.,, THE EXC�IVATOR ' MUST ^' ,NOTIFY THEUTILITY A MINIMUM OF -- �II��. .7' 5. THE SITE WORK CONTRACTOR SHALL FURNISH AND ,, I ,E.I1 48'_HOURS AND A MAXIMUM OF 5' DAYS " ' ,- 1�I. 6. _'.FLORIBA LAW (5 3 851') RRQU,ZRES _TdAT INSTALL ALL PAVING, QRAINAGE, WATER AND PRIOR TO­-=EXcavATlNc. EXCLUDING; uDlNc: :' . •, - I p"r.IS ; ,, NIActIP,G EXCAVATIONS'`IN PU, 3LIC , SEWER FACILITIES AS SHOWN ON THE DRAWINGS, SATURDAYS,; SUNDAYS; AND LEGAL SITE GRADING WILL INCLUDE BUILDING QR �,?IVATE STREETS, `_A?,LEYS,, RIGIiTS- '.- . PADS. HOLIDAYS) . 07-SSAL1OR UTILITY ;EASEh1EPITS ,,WITH 'I_ .A,I. . 'HAND TOOLS OR POWER:��QUIPMENT ,MUSS •• � FIRST OBTAIN .INFORMATION ON THE 6. THE CONTRACTOR SHALL GIVE' ENGINEER A ' I U NOTICE PRIOR TO LOCATION OF UND.E GROUND' GAS MINIMUM OF 4B HO RS - I CONDUCTING FIELD TESTS. THE CONTRACTOR NOTIFI*�TH GAS UTILITf A. MZNIMUM OT SHALL ALSO BE RESPONSIBLE FOR NOTIFYING , . HOURS •'AND A h1AXIMUM `'OF .5 DABS ANO ARRANGING FOR INSPECTIONS BY STATE PRIOR TO EXCAVATING ($XCLUDING ANO LOCAL GOVERNMENTS AND UTILITY sATURDAYS, :SU?+DAIS`; AND *LEGAL; COMPANIES HAVING JURISDICTIQN. HOLIDAYS) :' II I 7. THE CONTRACTOR SHALL MAINTAIN, AT THE JOB SITE, A RECORD COPY OF CONSTRUCTION DRAWINGS AND SPECIFICATIONS ON WHICH . Ii r*.Id �: 4 ,a SI- • TREE '1'._ I ? C� th I.1 K 16 OA FIRE HYDRANT " I ._ _ >.._...._.___�._ g.._ .-____ __ ._ p AN TARP S+ W p S I SE EIS _ _._ __.__..�__ _ ,' AN 8 . "- SAN 8 » S X12 FLUSH CUR B 1 I __ _..___._ .._.. _ .._ -__. � .____. _ ...__._ ... .. ........._ ___,,..._.� ;II ItIF � I - S T S 12 » » 6 X12 HEA DER• CURB ._ _. _.. - - ._..-., __ _._._ _. +, STANDARD PARKING STALL (TOTAL OF 5)� 1 ._.- - -- cJ GATE VALVE • .. W STORM SEW E R _ ______- � � t, _-_____.. •� . f_ 4I1-I =I �__ . COMPACT PARKING STALLS (TOTAL 'OF 10) ANDICAP PARKING (TOTAL OF 1)' _. ° .; . . -_.._ 10 O D GAS MARKER, CLEAN OUT _ €-- f .._..._ ® O C.O. �--_ UNDERDRAIN DITCH OR CANAL.STALLS ..._-_.._. 6 •.._.._�__-____. �Q __.aw ...__.w._____ ___. _..-•.-_ _- __-._ '_ _. . _. w. __- --- - w_. _- ._._ _. __.,_..- _. -.fa_ -Iw1. . . � U D s -- MEDIAN CURB » » 6 X16 CURB -.I"_­1 .._:.._. -.___. - _ -...__ ____ ._. .._ _ _ _._. ___ _- --. __ ._. _..._. ,_- _. _ .._ .___ -___ __. _.__ ____..____..._.r._ s 1-111 1-._.._I_­_,)e, -, _ . _. _ _.•.._ w .__r.a. _ _ . I. __. �,_. -�."I 1 1 1 - B.M. OR T.B.M. _ I.1 • WATER. METER r_a UNDERGROUND TELEPHONE CABLE ­- ___,-._ .___._. _ ,rcl __- _._-_ _-__ ------•UTC■--- ASPHALT 7_v_ ,___. ,_. __, i­­_ ALL FIELD CHANGES ARE TO BE, SHOWN. THESE "AS -BUILT" DOCUMENTS ARE TO BE MADE AVAILABLE TO OWNER/ENGINEER DURING - CONSTRUCTION AND SHALL BE DELIVERED TO , IeI7, THE ENGINEER UPON COMPLETION OF THE PROJECT. 8.- PRIOR TO INITIATING WORK, THE CONTRACTOR SHALL SECURE AND fORWARD TO THE OWNER/ ' ENGINEER ALL NECESSARY PERFORMANCE BONDS AND CERTIFICATES OF INSURANCE REQUIRED PER CONTRACT AGREEMENT. - BUILDING .iI ­��-_I. _l_,. _ BLDG. 'T•YPE -__ _._.____.- _ BLDG. TYPE . F.FL. 0.00 BLOW OFF � ___...___. B.O. �--._ - UNDERGROUND CABLE T.V., w _ ...._____W_ Crye .�.__._.. ,__._._ -UTVC ASPHALT HEAVY DUT Y ---,,--- • -_ . _; • f' LIGHT POLE'- _ - BEND 4. -T. CONTOUR LINE µ0� 100 CONCRETE PAVEMENT • ..__..... --- , , ,�$` � • - ,f, _o ,, /•, ' , f I AASHO AMERICAN ASSOC. OF STATE HIGHWAY OFFICIALS C & G CURB AND GUTTER AASHTO AMERICAN ASSOC./STATE HWY. OFFICIALS & CAP CORRUGATED ALUMINUM PIPE TRANSPORTATION OFFICIALS • CB CATCH BASIN ASPH ASPHALT I . I . . CBC CONCRETE BOX CULVERT 1. .. ABAND ABANDONED'1 . C TO C .CENTER TO CENTER AC ACRE ' CEM CEMENT ACP ASBESTOS CEMENT PIPE CFS CUBIC FEET PER SECOND �l; ADDL ADDITIONAL CI CAST IRON ALT ALTERNATEI . CIP CAST IRON PIPE. AL ALUMINUM ., ' I I CV CHECK VALVE APPROX APPROXIMATE • a • C/L CENTER LINE ARV AIR RELEASE VALVE . i . . CL CLEARANCE . ARVV AIR RELEASE VACUUM VALVE . • CM CONCRETE MONUMENT ASPH CONC ASPHALTIC.''CONCRETE - CMP CORRUGATED METAL PIPE ASSEM ASSEMBLY . CMPA CORRUGATED METAL PIPE ARCH ' •eASTM AMERICAN-SOCIETY FOR TESTING MATERIALS ° CND CONDUIT CID CLEAN OUT . BCCMP BITUMINOUS GATED CORRUGATED METAL PIPE COL COLUMN 1.. CULVERT •' CONC CONCRETE BCPA BITUMINOUS COATED PIPE ARCH CULVERT CONN CONNECTION BCPCMP BITUMINOUS COATED AND PAVED CORRUGATED METAL PIPE CULVERT CONST CONSTRUCT • • BCPPA BITUMINOUiS COATED AND PAVED PIPE ARCH CONT CONTINUOUS CULVERT CONTR CONTRACTOR BFP BACKFLOW PREVENTED COR CORNER BITUM BITUMINOUS CP CONCRETE PIPE BHP BREAK HORSEPOWER CPLG COUPLING B/L BASE LINE, CTG COATING . .BLDG BUILDINGI a 1 CTR CENTER BLK BLOCK CTV CABLE TELEVISION . BM .BENCHMARK( CULV CULVERT • BO BLOW -OFF 1 CY CUBIC YARD . BOC BACK OF CURB 9 . I BOT BOTTOM . I.. i D DEGREE OF CURVATURE BRG BEARING DA DRAINAGE AREA BSP BLACK STEEL PIPE - OBL DOUBLE . BV BUTTERFLY VALVE DI DROP INLET BW S,. BARBED WIRE . ' DIA DIAMETER - :.; ... Cl.,'. , H ,. '. rh r♦ ' :: , .� . a; . f - , .. - 1. DIP DMH DR. DWG DWY E EA ECC EL E/L ELEC ELLIP EMB K ENC ENGR EDP EOS EQN ESMT EW EXCAV EXIST EXP FAB FDN FDOT F FL FIN GR FH FIN FIT FLG FM FL FT N >.. f - ,:� 3 l O ' W j. v `\� `` }I Q St rn j o w ` rnz a� m F-=a :.� ; �"". , . s LLI a �LLW � , v e 3 v Q®A2Q�. W ,` "'kV F ll�J ; 'C� �. 4 1 4 2 2W W 4 a�= i Q I a ES o �. HE �, s ] ,��o e L^. 4. j 11 1 ,::3 T - 4 + r . �� . k 7 7 ` V 3 11 yk ., �z � t t ®(t - 1- ,0 I I �1 0 i - ,t , 1 `'�� Jr .. . V +: �i �. 4 ( i . Lam' s F DUCTILE IRON PIPE GA liHUtat lr LIli Lnr` 1 LLI 11 IV1 L.I. +.. ••I "" --- - DROP MANHOLE GAL GALLON LT LEFT P/L PROPERTY LINE SPCG SPACING VPC VERTICAL POINT OF CURVE 1.Z DRAIN GALV GALVANIZED LWL LOw WATER LEVEL POB POINT of BEGINNING SPEC ISPECIFICATION VPI VERTICAL POINT OF INTERSECTION w, DRAWING GIP GALVANIZED IRON PIPE PC POINT OF CURVE SQ FT SQUARE FOOT VPT VERTICAL POINT OF -TANGENCY MATL MATERIAL DRIVEWAY GM GAS MAIN POJ PUSH ON JOINT SQ SQUARE MAX MAXIMUM GPM GALLONS PER MINUTE PP POWER POLE SAN SANITARY -SEWER W WEST EAST MB MEDIAN BARRIER . PRC POINT OF REVERSE CURVE SST STAINLESS STEEL W/ - WITH W GR GRADE EACH ME. CH MECHANICAL Q PRESS PRESSURE STA STATION WM WATERMAIN Vi '' GRT GRATE . ECCENTRIC MFR MANUFACTURE PRM PERMANENT REFERENCE MONUMENT STD STANDARD W/0 WITHOUT w "' Z GRGRATING MGD MILLION GALLONS PER DAY )'`LLj ELEVATION PROP PROPOSED STL STEEL WWF WELDED WIRE FABRIC W GSP GALVANIZED STEEL PIPE E SE ENT L NE MH MANHOLE WT WEIGHT ® C� `V A M I STR STRAIGHT STRUCTURE , GTV GATE VALVE PROD PROJECT ELECTRIC MI MILE a Q _ GPH GALLONS PER HOUR PRVC POINT OF REVERSE VERTICAL CURVE STS STORM SEWER MIN MINIMUM uj Q ,, ELLIPTICAL PSIG POUNDS PER SQUARE INCH (GAUGE) SUP SUPPORT X CO-ORDINATE DISTANCE (EAST -WEST) EMBANKMENT HB HOSE BIBB MISC. MISCELLANEOUS PT POIr�T OF TANGENCY SW SOUTHWEST, SIDEWALK X-SEC CROSS-SECTION m MJ MECHANICAL JOINT o U ENCASEMENT HDWL HEAD WALL . PVC POLYVINYL CHLORIDE SYM SYMMETRICAL XING CROSSING ENGINEER HNDRL HAND RAIL MON MONUMENT , f. EDGE OF PAVEMENT HORIZ HORIZONTAL MP MILE POST I Q DISCHARGE (FLOW RATE) T TANGENT Y CO-ORDINATE DISTANCE (NORTH -SOUTH) END OF SURVEY HP HORSEPOWER ON N NORTH TB TOP OF BANK YDS YARDS EQUATI HT HEIGHT R RADIUS ESTIMATE HWL HIGH WATER LEVELI N & C NAIL AND CAP TBM TEMPORARY BENCHMARK RNG RANGE - END WALL ' NE NORTHEAST TC TANGENT TO CURVE I EXTERNAL ANGLE (DELTA) RCP REINFORCED CONCRETE PIPE k,.. EXCAVATION NO NUMBER TCP TERRA COTTA PIPE ID INSIDE DIAMETER RCPA REINFORCED CONCRETE PIPE ARCH EXISTING NOM NOMINAL TEL TELEPHON E IN INCHES RD ROAD EXPANSION NTS NOT TO SCALE TEMP TEMPERATURE INL INLET RED REDUCER • NW NORTHWEST THK THICKNESS FABRICATE INSTL INSTALL REINF REINFORCED TN TON FOUNDATION INTR INTERIOR OC ON CENTER REQD REQUIRED TWp TOWNSHIP FLORIDA DEPARTMENT OF TRANSPORTATION IP IRON PIPE RT RIGHT OD OUTSIDE DIAMETER TYP TYPICAL FINISHED FLOOR INV INVERT R/W OPNG RIGHT-OF-WAY . OPENING . FINISHED GRADE Opp OPPOSITE . JB JUNCTION BOX FIRE HYDRANT OVFL OVERFLOW UP UNDERDRAIN JUNCTION S SOUTH JCT ya FINISH OVHD OVERHEAD USC & GS U°S, COASTAL &GEODETIC SURVEY ;'i JT JOINT SCHED SCHEDULE (NOW NATIONAL GEODETIC SURVEY) ', a' . FITTING SE SOUTHEAST , "` USGS U.S: GEOLOGICAL SURVEY FLANGE SECT SECTION . L LENGTH OF CURVE. PVMT PAVEMENT UTC UNDERGROUND TELEPHONE CABLE ` FORCEMAIN SUBG SUB -GRADE t;_ l LAT LATERAL PCS POLLUTION CONTRGL STURCTURE UTVC UNDERGROUND TELEVISION CABLE FLOW LINE . :_ £ , SGL SINGLE !_ ; ¢>; , LBS POUNDS PCC POINT OF COMPOUND CURVE . '�, to I FEET OR FOOT c11, o1,r�� T�Ir .VC VERTICAL CURVE W ,' r 1 - m cn O� Ln a) � Y Z Q m W 0 z_ J_ Id BUFFER W/TYPE 2 VISUAL SCREEN OWNER/ SANFORD ARMS ASSOCIATES DEVELOPER: 2200 LUCIEN WAY, SUITE 350 MAITLAND, FLORIDA 32751 (407) 660-1110 ARCHITECT: RAY SCOTT •. ASSOCIATES 601 SOUTH LAKE DESTINY, SUITE 400 MAITLAND, FLORIDA 32751 (407) 660-2766 ENGINEER: LOCHRANE•ENGINEERING, INC. 201 SOUTH BUMBY AVENUE ORLANDO, FLORIDA 32803 (407) 896-3317 SURVEYOR: LOCHRANE ENGINEERING, INC. 201 .SOUTH BUMBY AVENUE ORLANDO, FLORIDA 32803 (407) 896-3317 GEOTECHNICAL UNIVERSAL ENGINEERING TESTING COMPANY ENGINEER: 3532 MAGGIE BOULEVARD ORLANDO, FLORIDA 32811 (407) 423-0504 UTILITIES WATER: CITY OF SANFORD UTILITIES P. O. BOX •1778 SANFORD, FLORIDA 32772-1778 (407) 322-3161 SEWER: CITY OF SANFORD UTILITIES P. O. BOX 1778 SANFORD, FLORIDA 32772-1778 (407) 322-3161 ELECTRIC: FLORIDA POWER & LIGHT CORP. P. O. BOX 1817 SANFORD, FLORIDA 32771 (407) 322-5381 TELEPHONE: SOUTHERN BELL P. O. BOX 2949 225 EAST ROBINSON STREET, SUITE 300 ORLANDO, FLORIDA 32802-2949 (407) 237-3763 NOTES: 1. SOUTHERN BUILDING CODE TYPE VI - UNSPRINKLED CONSTRUCTION 2. BUILDING BREADKOWN: TOTAL NUMBER OF UNITS 140 BLDG. NO. UNITS TOTAL FLOOR AREA TYPE BLDGS. PER BLDG. UNITS PER BLDG. 1 2 4 8 3,852 2 2 6 12 6,000 3 _ 12 10 120 8,624 3. RESIDENTIAL UNIT BREAKDOWN: NO. TOWNHOUSE UNITS = 36 @ 1,000 SF/UNIT NO. FIRST STORY UNITS = 56 8 "@ 963 SF/UNIT 48 @ 828 SF/UNIT NO. SECOND STORY UNITS = 48 @ 828 SF/UNIT 4., CLUBHOUSE FLOOR AREA = 1,500 SF 5. PROJECT BEDROOMS BREAKDOWN 2 BEDROOM UNITS = 104 3 BEDROOM UNITS = 36 e 6. NO RECREATIONAL VEHICLE AREA TO BE DESIGNATED WITHIN THE PROJECT. 7. DEVELOPER -WILL REQUEST ACCEPTANCE BY THE CITY OF MONETARY ASSESSMENT IN LIEU OF LAND DONATION FOR PARK REQUIREMENTS. 8. DRINKING WATER SYSTEM WILL REQUIRE FDER PUBLIC DRINKING WATER SYSTEM PERMIT. 9. SANITARY SEWER SYSTEM WILL REQUIRE FDER DOMESTIC WASTEWATER COLLECTION/TRANSMISSION SYSTEMS PERMIT. 10. PROJECT WILL REQUIRE SJRWMD CHAPTER 40C-42 SURFACE WATER MANAGEMENT PERMIT. 11. BUILDINGS' HEIGHT EQUALS 24 FEET. 12. PROJECT ADDRESS - 2450 HARTWELL AVENUE PARKING RECAP: REQUIRED: 2 SPACES PER UNIT 280 SPACES @ 140 UNITS AVAILABLE: REGULAR = 272 HANDICAP = 9 TOTAL = 281 �X NO. REVISION DATE,," 8c� e " 4 1rpeF Qow res' 0-zG%90 >CL a9 0 � Ln ® o II" W �> • 7 7 l.1 J H �a Z o cn a. o. - gT • a a =1 i • OC 0, z LL s SCALE: I " _ 40 zz r cn cn 17��,' ' LLI Ll,I cc O a �74: 00` - - - - - -- - ---------- - - -- - ------ -- -- - _ _ - -- - A q -. - 5 R v 3 R(TYP) 5 a 3 RITYP•) ' ' �5'R i5'R - 1 5R1 12 R 74.0' 1.3b4 It I N ' S1i6ot 110 10 1 '�' 9 0 10 g (TY . I p 7 g TYP 04 10 g N f441 144, 3] _1r 3�L 3e• 35 R ib° �fl' bE 138 35'R 139 j r5R _ 35R -1 } i 04 („e' ti � - «.3 38' f • _ ttS7 ! 1 tf' 11' f� 'r ----- - — — - _ !0'� — ° 389 I i - ---- — _ IIIJJJI f 16' 125' 16' 27' �� 30, FUTURE R/W TO BE DEDICATED t� TO SEMINOLE COUNTY 7 TYPE 3 201 TYPE 3 9 N ! 34 f a3 1 14 1 35 TYPE 3 1 N HYPE 3 a �p o I C) f' F 110 foe JO"' 10 6,4 I J / 35 R 12 R 3 5� R N o i /Q,' \� 'ry 10'x 10' DUMPSTER PAD 95 R f t5 : _ - 95'R J1E '4` 4' 1 10'x10'DUMPSTER PAD ? t ' 184' • 35° 35 /, R W } 5R (TYP.1 p % 139r 1_6 .i 1 )o' TYPE 3 1 20 TYPE 3 1 4 f i 19 5 R 1 5'R TYPE 3 20, TYPE 3 10 3' 39 02.E 4' f 5 SIDEWALK (TYR) � � - 035 70 R O 117 glp' 1 9 1 35 R SCR f 41AOE! 141713 4 009 ' 7 T 10 9 7 N 5' R co 70 R 10 6 N 10 10' / 5 R I I f 5R , - 13 // 105 POOL 111< \ ' P O - TYP 5'R 'i _— 3 R (TYP.) I N_ 5'R 3 R (TY .) N Jt a 1038 -/ 0U \ �3 - -- - -- - ----—_ - - - 104 4 i g — CLUB cv- _ _ _ _ - — -- --- -- - --- — — -- ----- -- --- —----------- — — $-- — HOUSE E----- - - -- - co 61.0 Ow �- 5'R I 3 R (�1 3'R(.TYP.) N 5'R 10, v m `1 10 I0 5 Cy 7 N 10 10 g 1 p N 9 1! a �5"a •�`i 5` 1T"� 1�" �2t 6: 12E 111,1Ila a SSA 4E'' a ti Iltt o 0 5' SDWK. Q�C' 06�' 10b - -- - -- - - - - --- - - 0 ' T !06 - All - - Q 102 TYPE 3 1 20' TYPE 3 1 �' TYPE 3 8 20' TYPE 3 >- f ' 30' BUILDLNG SETBACK r 184' uj (TYP.) M 3' 15' BUILDING SETBACK 165' II0 ' 15'BUILDING SETBACKcn N 01003'39'E 1277.50 I O f „ 4 ai. Y 1. o m V I WATERMAtN/SEWER SEPARATION i I IN LL CASES WHERE SANITARY SEWER MAINS CROSS UNDER WATER I��' MANS WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, AND IN ALL {t CASES WIdERE SANITARY SEWER MAINS CROSS OVER WATER MAINS, THE i; I SEWS 1IN SHALL BE CONCRETE ENCASED OR DUCTILE IRON PIPE FOR ; A D'ISITANCE OF 20 FEET, CENTERED ON THE POINT OF CROSSING. ' ` i" A W.ZQ,NTAL SEPARATION OF 10 FEET SHALL BE. MAINTAINED BETWEEN - AL , T AND SEWER MAINS, WHERE POSSIBLE. , WHERE CONDITIONS .. 'I,,,a'=t° I QTjERMIT THE 10 FOOT SEPARATION, THE SEWER MAIN MUST BE , 6 1D 1 N A SEPARATE TRENCH OR IN THE SAME TRENCH DIVIDED BY A ,I ' BENCH OF UNDISTURBED EARTH, AND THE SEWER MAIN MUST BE 18 IN �I HES BELOW THE INVERT OF THE WATER MAIN. 1 ' - . 1 I I SEPARATION NOTES SHALL APPLY TO SANITARY SEWER LATERALS AND �� WATER SERVICE LINES. ,, 1 I l i, i.:4 t : >.7-i l.. ij 4 a li. I - • - 1. I • � -t i . y,. . _- _., ._..-.- -... _.-. - ,, - -_ ..-,.._-,--... #` � ale. F�..... -.. -_ _ _ ... ... ___._-�-..,,__. __.. _-.... tt , ;:>� `%, 11 _,;� �', SAN. p ~' Ilx m I21 M p � s_ .: r'.. . y. ;; . r, ,_ A t � "p y :. - m . v m x ■ �,za s d c iIn a Z 1 R !X , 4 , ,. ; , , .� .,_ :t , I 'J ., - (, II .. .II �••, •n A1T-T'1 40 /.\-t 4V I R I rlly l V V•Y. y11-!- .^ TE ETEF_ O ME` � W/ M VAULT TO lbE LOCATED 6 oN 24TH 5T. Iz•o:w'..•.�� Hof, LO T, 0) ,� _ S . p, D. sw.ts �... ,, D.1 W M , ' . . I GO Tm '.a - ......'..- N- .-,. Wio"X 811 TA �P1 NC sl-EEVE w i =AND TAPP6Nq YAI YE1. }� r� 11 tn:. � I) OK-9AN IrQI,`( 11. t1�. , W 77 ; n n, r• Z .j I. O��- r 'MI RAND SECTION, INDEX N'°273 ; CD co L{^ 14"X 23" EIZCP @ 0, 2(% I L m 52 MITEF-2U EiND 5EC710N,, INDEX W 273 INY• 33.00 54 U-TYPI= CoNC. ENDWALL 419AFFLE,4 � 1(N:V) INDEX N9'2661 [NY. 28.50 11 11 I I �, yy y'� A+, .0 T �j o' A" c t', . F . S 6 I .,,! ' Orr-EPED END SECTION , 1NDE/ N° 27 ,(NY. 33.00 ;.. I �z n, ¥, dal:',aar.T:hi kyu_$«.:s•--...._. 58 U-T'(PE CONC. ENDWALL WjjiAFFLE, 4`-I (HtY) INDE NO 2c01 ° IN V. 2q •7o 59 G(ITTEIZ INLET, -P7-T W16VATE GRATE EL. 34.81 (NY. (W) 32.20 44 LF 12"x lb" Ef-CP e 0.45% 510 MITERED END SECTION., INDEX N° 272 INY 32,00 I" . ' .- - . ,1F Ali ` . Z • adYxx;Y, 't �/, s I y k r j 2 »„� ; - - r ---ll 5 I G,_ t41TE2.Ei - END SECTION, INDE/ NQ 272 INV. 32:51 . 't 512 517 U-TYPE CONC. ENDK4LL WEAFFLE, 4:1 (H;Y) MANHOLE T(PE J-7T INDE N" 2rol RIM EL 34.85 INY. 2a.30 INV. (E, W) 2q.7q 200 LF 3co" Rc"Pe 0.49N B13 ) S18 9 .... .r_ I4p")- ��._�� GUTiEIz INLET, P--7F W,/GQATE MANHOLE TYPE J-7T GRATE £L' 34•So RIM EL 35.47 INV. (5,W) 32.25 � IUY. (E;W) 28.8I J(o LF 12"x. 18" ETZC7P LD 0.78%A So LF 3roI P.GP G 0.461/ :.,pis,,,, • 514 �' 519 LLL "I'll ----- . . ) MITE(LED END 5EC710N, INDE NQ272 CUTFALL STP_QCTU2E N°4 (SE✓✓ P12TAI -) INY. 31.5 INY. (E, YV) 28,42 A � _- 40 LE 3Co" P-CP e O. 55ol ;,!' -.Y . - _».- ':� I�,1•1.;�.. ,_,.�, -._: .. V- -_.,.. aka ...., 4 - ., Fr• , S21 � S2<o 4jrfT_U_D I ND SECTION , INDEX,.}N° 273 U-T' FF_ CONC IDWALL W1�AFFLE , 4:1 (N' WY. 33.2ca - INQE N° 2wi-- a6 LF 14",' 2�)" ER.CP @ O'2co/ INV. 30.40 -----; 522 YlITE(LED END SECTION, INDE N' 27.3 INY. 33.00 523 GUrrER INLET, P-7 N!/GOAT-E GRATE EL 36.50 INV, (W) 33.30 56 L F 12" X 18" E 2CP � o • s4/o 524 . MITEPED END SECTION, INDE/ N° 272 )NY. 33.00 520 - 525 U-T(PE CONC.I JPNALL ENETLGY D155IPATOP 0JTF,6LLL lLTiZUCTU2E N2 r:;, (SEE ULIAIL) INDEX No 204 S [NY, (5.) 30.o 50" W-P INV, EL , 28s20 8 LF 18" P-CP e I.25 _. _. --... _ -.- _ " i :. ,. ' '. _ r. _ - - ,. - , ., . .. .,. :-. , r- t , :., :... .,.,. , : a ,. ..> ,, .. , r _r .l i. , , l .. , , , _ ...r. - , , v. , ,, a -. .. - , ,:. :.: .;' - , , FNO .1. 1, ATI-19.E I � � REVISION 1.; t ADDED-NEVAY.D1551AFATOL� UNDev-D1zAfN, EWDW4LL ` ®` WliAFI=LE,CNANUEPP.IP IENCaTFis,, StAPE Z/27%90 »1. ( 3' 1 k o ; - F -1. , I l , >; -,I . . I . . _.; , rs; . ^ . - - . O v `� ; -.. r - Y I; (���`''11 f . .i . VI - a' 1. . - ..l 0 . O '.r W ■I W . LL -� _ , Li! C9 > s q �� acc. z , o P� � °- . , =,- "I . . ;, ;�, y r r , , p , I a �, �. I Lp- -c t; SIB,,. i ' - _rfG � l - .. \ al _ ' :� e - j ; I t . lye. •vd< a -_8�!,_ A �b 'S 8. 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'S ,.__. ..r+, .......,...a ,......_ _,.._....._., ..s - x: .way.„. w ».. s... . _:�"' a 4 1. .5 5 ,. _, r._ s , , ar r. ,1. •� r a .44 I mac« '� Y ,, x ,..- ,-r�.,�:.,u,-x � ;; .;x � . rt Ate' , .s. , :9 - 2�, -- .•.-, ,Mq ,.,,';''S= �wr'�^zx;�'"'` „ " ' ,.,..sa vm+'' •. ter; a „e t .1Z � a .a3 ' } �,. 4 . , t, Lr) :" L Y`': r p i.v P, +L { E' p.. • f, � 531 I I � (. <: )-'GUT(E2 INLr-,f P-7r yV�opATE - > t G(�Ai� EL 35 00 F ,, \� `- ::1. :INY, (SW) 31„g0 ! . A �.� ,��� �1 z �g LF 15 QCP @ U.59% I _. } I - U. i- SIGN,. I F1_ I '' GUTTEZ INLET I?-7T- W1(5 AT, OlmEz D END �LT1oN ,, INDE N° 272 W ( �, GRATE L 35.34 lNV 31.50 I I ,I �) 20, INY (5E) 33.20 1 ` � 40 LF 12"x 181' EP,CP e O-s0/ .. p ",� r S28 S55 , � ItN)L _T ��.A�. � � , , . �, ii i t ' UT -(PE CONC. ENDWALL Wf EAFFLE, 4:1 (N �Y) OufFAL STO-IcI'(12E N° 7 (SCE pr=TA)L) I I N_ t�, € L INDE/ W 26PI - INV. (N) 21,00 - �° ) -1 .. : .�C�- INV.33•00 24 LF (8° fZCP� o, 83/ � I 01 _ L I S30 -, U-TYPE CONC • ENDWALL W1 5AFFLE, 4=1 (H°Y) " . r II I :: t, INDE N° 2GI ( n - INy 2q,7o . , . . I , . I . I I I I I I - I I I . I I L . L . . . I . . I L . - � I I I � . - I L : .- . - i. . . . . _ _ 12:.»G) - , All lumcnaires shall be high pressure sodium vapor, ' head, 20A fn. photo electric controlled. ballast in - ------ -� head, 120A fuse, 120V, 70W/5800 or 100W/9500 lumens. All lumenaires in residential areas shall be connected '70W, STREET LIGHT SPACING :SHALL NOT EXCEED and supplied to provide 5800 lumen service. 300' AND SHALL BE LOCATED ACCOROINC. TO ACCEPTABLE ENGINEERING PRACTICES. Acceptable types are: 2.) POLE LOCATION AND ARM LENGTH G.E. C728-t1-637 io W_51LOD_Lunc!n-. .,\ ARE TO BE COORDINATED 1'IITH l00 W. 9500 Lwnen G.E. approved equal or approved equal --30 �s �;RETE POLE PAVEMENT CROSS-SECTION. 3,) ENS SHOWN ARE HINIMUMS, DIMENSIONS Lam s _IUJ IIPSV co de: G.E�_0 - G.E. LU100 Photo Electric Cells F7pierce 62 Z'-8" ,. -Elee 18000 Amer � ASPHALT - PL Eh:EhT-�` I Poles , I 30' concrete, SU w i _ Arms ' I i \ 6aluminum Southern Lighting Mgf. Co. r2A1lC-6 I or an approved equal t I R �IDe ` _STREET LIGHT * STANDARD 'J ° MATCH E115T. PAYM'T. Z 3' CUR$ TRAN51T) DN TO LINE i GMDE J I a (TW.. EACH SIDE.) Z- mA "g. I m / STA. 10+00 INTERSECTION. HARTWELL AVE. MANKLIN STREET 0 -mmmmmmww� .11 �30.00 2510® e MR 'A' TYPE' 1T' SEE TYP 5ELTION 5TA. (61K LT. 1(o hMEL AVE. RIM 35. D t (SHEET i I) STA. 16+65.50 �` WTERSECTION HARTWELL AVE, &. ENTRANCE ROAD .. 3' CD I VALLEY GUT t EfZm �I li t ) s I 1 h � mz w MITERED END 5EGTION 5TA. I b+B5) LT. 46 ICE INV. 30.00 Cn 1(oLF,ST5- 2995 R LF W > m o .y m d a l ILF 4' WIDE CONIC. SIDEWALK LIGHT STANDARD, I ( (DETAIL ABD I) 1 NANDICAP KAMP I 2 it ,M M HARTWELL AVENUE PLAN SCALE; 1" = 40' Tel .- Em �1 P" /-175 L.F, ST5 15 BCCMP INLET A)TYPE ' P- 4' 5TA.181601 LT.16 F.L.33.43 INV. 30.70 32L.F5TS15RC MITIRED END SECTION STA.22+98, LT' 76' INV. 31.94 8 L.F )ST5 29x45 T�ECP I NLET I I TYPE' :Y- 3' (13'X 3.5' B OX) STA. Z3+08, LT. 56' FL. 35.3Z INV. 31.80 E � W x L.F 5 29 45 4 5 ST C S �a.� S TREET A - m SPEED LIMIT 5I6N 25 MPN �d1] V - it N IJ W 2 Z Q I axe. 1911. � . � W w:,; 0 >�p z REMOVE EXIST. INLET AND PIPE; REP LACE 30 1 WITH MH. TOP w m FILLD VERIFY TO �' 0 i v MATCH QDX SIZE FOK m z m d cn > PROPOSED TOP MR LID. :4U_ a a INV.31.46E,W v�Jzw z V W� Q ® Q U a �I. h W Q OC i 1 I '>� 3jr 05 STA. 2 3 +3 7.5 0` \ INTERSECTION .:w HARTWELL AVE. EN EVA AVE, 1 li far , c ®a� �.. 1 �e t1 �N ��65 LF STS 29x45 RECP 0 J I CA ExiST P P U. 7�. REMOVE EXIST. 36"P�°� .a• a� BE vat �,,� � �., :.��:� ; �1)"s® l._ m�.� �' �.��. �,, CTO a�� � � E18CATED q " w� w�". n ­-STOP'BAR ry w i �� 0 SO, SAW CUT AND (!' I CONST 6O0- LF 4 WIDE C NC. bEW .�K RE 'OVF. E(15T.STA 30 RCp CDNC .CURB.- NANDICAP RAMP I P I I INLE 2, TYPE'J-3` 13' 3.5' BOX)<r�; MAiCI{ EXIST. W W I I PAVMT. TO -�° 5TA. 23 + 08 RT. 5 a . x�. I LINE AND Q F.L. 35.26 `-5to 5T5 29A 5 REP . INLET 131 0 K %1(� � � ; � � GRACE (TYP) I®® L.F , / , g, INII0 C.) ba FL.33.A3 � ..;} �Y ,r' "fix 1 ,�. `.." "% 0 NV. 30.93 m ems ,$ I 1- 1E -1 IZ L.F51T5gx45RECP I co i 1. ,a �1 I 1 111JDA m Oct �- STS 3(o RCP MITERED END 5ELTION 5TDP 5I(:h Ln Cr. (5EL5�T (�� 51A. 22+9 , RT. 70STD. CURB i GATT LL. 2 INV.30,70 ITCH TO � Q RE�KDE D EXIST. CORC. SMEWALY, ALLOW FOV, P051TiVE `� p FLOW � MATCH EXIST SIDEWALK 0 CHNST. HANDICAP RAMP NDTES� 1. WORK PERFORMED WliulU L�ENEVA S�E�T U. 0.1 RMI Wllt �E PERMITTED TNRDU(�H hEMI HOLE COU f\1TY. tl� . z= 0 0 W _j 0 Z_ i W N 1 1 1 110. XLU in , a Q a D G �. 1 LI M EROC K 3/4°R S BASE Be.-erd or Awrd Coraws 6' I vorlea 7' 17 7a. I v II rr I v 2 II f Nv/ 24 •. hors o 18' g } f' I II J1 %• II II errs.rro<.I6om 3I � i____ f _T I 11 -- i 2-No. 8 BARS 0 N > if U to ALJ_ REINFORCEMENT No. 6 BARS 0) EXCEPT 6-No. 8 BARS SHOWN. BARS SPACED O 6' CEj TERS BOTH Q � cy- co LL- I1J z ZZ Q ' LA - WAYS EXCEPT MIDDLE BARS SHOWN w z I tLrer Ot 55 Lt. I I COM?AC _ SUBBASE - g TG.. I I S.wm Roonrq 1 a---------�-----------_� =---- _ ARS WiTH ACl O 7" CENTERS ALL B LIJ -� } 2tr W- =� srABn IZED _ STANDARD CURB & GUTTER t.� I - STANDARD HOOKS CANTED APPROX. Q U W i I Ei 2 I a o E . FILLET EACH 12 2- ALL AROUND ~ OR EM13EDED IN ACCORDANCE- 19. 2 vart.� s s CORNER � Z 0 V3 Q 0 �„ VGruwe J" UBGRADE % `,� +��. 45't oI I II li \ Grp✓K I I 1 i ` 3 PLAN CORNER FILLET 6" CONC. z_ WIM THE SLAB REINFORCEMENT Grcwcb I I 11 \ 2-#6 I 6� --�_rr>aa' �i -.''\ 2 Lover. U 55•Srmorn Fmollrq -------------------- - ----- ___- _____ ' DETAIL SHOWN UNDER OPTIONAL o CONSTRUCTION JOINT'S, SHEET I ' wop V/Canract urfoce Ol / F*/EtAENT ALL AROUNQ Cocrore ADC Fgoll q with CN I IZ" I 12 I 12" 1/4' (/ � � -� 8 '� t t t 6rJ 4 .O 12" CTRS. Asydt. 5rW Rvoflrq ,, Rt C Bek Tx V wdl. 1 SEC TrCW 5ECTrCW I I jLIMEROCK KEr DETAL / BASE All wd.' /olnrs ro u eao+h _Carcrwe ,o. J• or 51 Th*:t, a - _ HOOKS REQUIRED , BOTH WAYS at 12 R TYP ESTIMATED OV/h'TITIES FOR WALL s{oced wltn v,-Uro,.canters. ReNvrcrd tlm..f 6b •mr.+�l-�+ -1 J OR RISER R£lnr .L'Y,h'E PER !SHEAR FOR OF welt Rq..a. ro src,c Scar AV j B4 O WA CTRS. G-XXD 1i CUSS L c',r.!'RE TE (Cr II STEEL I:B 1 o! wdt. y >r -� 6• BOTH WAYS -�• �•a� '.:;-.'.. � � .. TOP V1Ei1' - SJOGLF PIP£ kOTES r �' •::.' �I:.•• •,...'..'; •. �:.'''':I...:' <,'•• ;:.:.: S �2 S 1. Gta1ry .dls c vi,rree as u;eresb-r of relnforeed /.,-:.'..'• .1:•:•' .',:;� . .'.:', ' c .. .. ' , I. 5+ T �,lcrere reroin!/q ,.ds. utepr .dls of prcorlerory NI - - 24 d - sIuM: dIlans/isq^ u0.. C • /ove/e/r!0/CeC GD'c!e1e to/a!nlrq v ! SUBBASE Amens ctsld.j} vOOMTrCTED or telydorclrepC e �foce rhurt orc' 2. cos q st I" of Prpe Fo fln,snrox'nl�%XdInthe C�''rm'"Iprice for MIAMI CURB & GUTTER ' GRAVITY WALL cia" I Cm ,ode I Reralnlrq "is I CT. STABILIZ ED sDaGRAcRADE cz.c,,,, / N.T. S. PAVE MENT Pip ( Con„csor it Z , e• --�- Side a" Grod. +D - - - -- 1 z I mat� rkn 0 •+ Bor �' 12" R ID Ple,e .wr rerarttd 6' 5' 5Gd O BASE Cilre✓-1 C.ye.e the E f fP¢,e To B+ l'Gt4.d (Ad1r fhrl Prep for rttud End S+dlpn 1 •fbpe , + ,l rttw , To Q Plpe For Pipes eAV 2 :Ifof Pip« 2r And Lyrprr. - - 2 ,1 Miter , To ( Pip. for Plp« eAnd F".r . SECTJQM '1"'""" I,IFor P.tp.. 24Ad Carper ° �� N0. 3 OF 3, EXCEPT ALL No. 8 BARS O AND No. 8 BARS AROUND MANHOLE � z OPENING SHALL BE HOOKED. w a� REINFORCEMENT PLAN g N� �P_ WI U ° z ro I I 8' FOR 3'-6r 5c 4' DIA FT z Z w :a_10' FOR 6' do 7' DIA. C� O N Q x 1 1/2" OPTIONAL KEY V Z z m 13; 6 to DRAFT THICKNESS OF N STRUCTURE WALL � 3'-6", 4', 8' OR 7' DIA. • SECTION �•--~«�..,� Q Iz".COMPACTED CROSS DRAIN SUBBASE 6,; �- ,. ALTERNATE B ° s>� SLR TABLE TYPE 7-T STRUCTURE TOP o CONCRETE MI ERED END SECTION 1 N.T.S. N.T.S. TYPE J STUCTURE BOTTOM 1 VERTICAL CURB ' (RURAL SECTION ONLY) NTS ALTERNATE CURB SECTIONS N.T. S. 141. / P ��� paC+ of s,de.dr prop _ J• o ,r°, D1a Ani Ra pt �1 I I I 1/ I I � � 1 ° 8' CONC. 8' CONC. ¢4 O 12" CTRS. VER T. ¢4 O 6" CTRS. N OR I L. OR RISERS T1rP 6" UNLESS OTHERWSE SHOWN IN PLANS 8'MAX, 2-No. 8 BARS ALL REINFORCEMENT No. 6 BARS EXCEPT 6-No. 8 BARS SHOWN. BARS SPACED O 6" Clg4TLRS BOTH �i n_ "j zz. vl WAYS EXCEPT MIDDLE BARS SHOWN -� 3t F- r r � W O 7" CENTERS. ALL BARS WITH ACl I z j STANDARD HOOKS CANTED APPROX. 12' 2 0 V, Q 45', OR EMBEDED IN ACCORDANCE' f /� WITH THE SLAB REINFORCEMENT W o b \� V DETAIL SHOWN UNDER OPTIONAL 3'-8' a- F- � N o CONSTRUCTION JOINTS, SHEET, z Z° l O NO. 3 OF 3, EXCEPT ALL No. '8 BARS T I I I - ��N�N� �Fl°A11� MANHOLE PLAN 100 m p � %a �. �o D Caws, 1 I / I (QUANTITIES FOR E.R.C.P. D OrShrce rro. frory d7• or sldewo't bOLaPoInroft2,ISic". _ "' /�'� i " /CROSS DRAIN CONDITIONS 4 7• 2-� CORNER FILET \ 1 1 I\ .(P • Cix.t of s,.l ewalt dreg rs:,uired for dl 1 t \ Cn Cn skca&. �_-�-__--------- REINFORCEMENT PLAN ALL AROUND PCTCW/AL VIEIY r - , .. 0," of sld-Y1 drop r.r,Ulted ror 8 spa ` slda.olr skpes on+ and Port anr t. I �� I I � 1rt I 6i. I FAST>r+ER I I USF 5138 OR EQUAL 6'-OCLre rrarolr•bt T-rY prgo Curb 6'- (1 ffor Ilk" - I CON CE7E SLAB, 3' 1T11CK, 8" t Cop a Curb face • R 1-4 SOP L-MMTH WWF6x5-W1.4xW1.4 - - - - - 1 _ J 3'' 6 ---- „h 5rr,p 1 TOP VIEW -SINGLE PIPE C - - _ �- FOR 36' & 7' DI ° O Glrt/rr .� I OLTZ f Yln. I Olin I Win.) . OLO I mus. 1 OA+ ( Mrx. , SECTJOrY AA OrN ( Mot.. 1 0Q2 I wore. , ° C I LL Drop Curb rez Curt, a Gutter war Irate mr raf rdnekjt o rD adfaceN ro d,ago d row 2' SO() r, 1 1 2' OP110NAL KEY ¢4. 0 12• CTRS. Cry° F 5/wn I -� - ord within crO&A- t 11.115 GRATES SPACED 14' C TO C J. Z 9 Cros.rdt wldird u.•w1 cvY;qurtkn ror/: east mnrorm to4: 1 6 _� 1 /2" BOTH WAYS � F- . I Crank o.s y siowrat. _ A( THICKNESS OF 1� Q m �/� 10' DRAFT STRUCTURE WALL I V/ SECTION BB CONCftiTE I ' ' a' t:J -6 4', 6' OR 7' DIA. PPE CONNECT Oft-�ti » a. DITCH GRADE - - 0 INTRABLOCK RAMPS AVD DIMENSIONAL FEATURES FOR RAMPS TRANSVERSE TO SIDEWALKS � - z SECTION ION � NOT LESS SADDLE- LL N.T. S. 2' TH ¢4 BAR J 9- 0 PIPE JOINT PERWTTED 4' SOO GUTTER INLET TYPE 7-T STUCTURE TOP t ¢4 O 9' CTRS. BOTH WAYS 1 E 6 N.T.S. F ALTERNATE B S T� I � pll,. r'- Va,/« ;SIDE RAIN o � USF 5138 VALLEY GUTTER INLET FRAME AND GRATES TYPE P STRUCTURE BOTTOM o _ Sid strip 5Id rdt r±o+�D !(� width In Fe.l wMln M1d,h Vorl« �-- curb Type D Or CutD ♦ G fer .A.-+. �••-._/ ' +a earl« T5h f1(CLrD ` at,.r r,p ` CONCRETE MITERED E.N D SECTION _ _ _ U ' STANDARDS AND SPECIFICATIONS: _ 2 N.T.S. . i74 � -- W ■ 1 N.T.N.T S. 1 %,6 r t ®® 0 0® 1' 1 0 RAMP WITH INTEGRAL CAST CURB 1. Restricted rate opening. p I I i e:_ O Curb ryp 0 or Curb p Guff P 9• I>�-` au �� q.,.,T D I rypF ICL,D, Gll,.r TypF r 2. Steel angle frame with cast-it�[iLI�.� 0 0 0 0 ®1 I ®1 • ®®' , z ^n1 CAP SHALL BE PAINTED AND iron grates. n'------2a-__-: I tl ✓ / 1 0 1 1 6 I 1 1 ®®, ® TYPE A OR B RISER ti N 1"-1 TYPE A SHOWN W d Vari« INSTALLED TO BOTTOM ELEV. F " � OF DETENTION AREA. � ANCHOR STUDS � '�•='�"-''� - - � -�- �••--�•_•._•�•- I I 6, 7 OR 8' DIA. a TO ORDER: Swr 1. Specify USF frame and grate number. aye -- 2a -- 2 G rrdro rrnx o ti - �, �' RAMP WITH SEPARATED' CAST CURB �- - � .�'-6r' OR 4 DIA. --rt. - r�.v Curb I _�; h1 F __,���_ _ SMALL'(, `i?ELFORD AND NALVEN CURB 4P OPTIONAL RAMP !-- - 20 i�� 2'/t STANDARD Curt o J %° � 25---- "TYPE H AND J INLET" - - - `�� NOTE: CLEANOUT TO BE CONSTRUCTED 2 8 BARS AT THE TERMINATING END OF GENERAL NOTES GRATE LOAD FLOW GRATE rolA1 4 HOOPS i2'cr�e�,e+r Q.c,tt,,,o,t # Z EACH UNDERDRAIN PIPE. HUNKER RAZING AREA HEIGHT WEIGHT 10 ORDER ONE PIECE OF THIS GRATE SET. _ Eo \ �Cd' U,,v I TIP. 1 1. AM" koejore ore to be avrlk.td with ad In oonFor.sw. - -- SPECIFY USF NO 6153 Urr I ryy.l_ . with craewa✓c, st earikv d.as oe .n M n. Pww- 6153 HEAVY DUl Y 235 220 (sei) 260 P. if o grrD ro•p Is bodd .here pedeefrb+e I,a.t rat oeroa 1})/1) tM fo.p. ,hen It Not ho" rid rod Lkdm the -W hmw owed Q '_ I t lr 6'WIN ,. � c'���t... if. th,re SWto It ,/. 51e s, Iof Z, , -ALWAYS SPECIFY USF NUMBER- Cfo ce.dt C'OfJ"O'Z orb r6ope rrm resumed curer eq be used wAere peieAtbr N PAGE 96 l woWrs4 ��rv"�t�,. PLAN OF SLAB Q PLAN VIEW PLAN YIElr 6'IPVC PIPE J, Roerx thf /w a ladle surface. ter>irrd h I Fq{+A not aaydlrq (ty use of a row ar roaw roCrker•r rim or, Q/ 'I.,Cr bAl/q wrrlop d KM.r /.ea OEso rlrr olrsp rpwrn ..are. m.r+w cf A* ,. I f .•K e�ss� seesM (eser.tir/ I or J O. CONNECT TO Q' 6 " CONC. rr •q."°d .1ogreftV. UNDERDRAIN o.. 8" BRICK cc W +. AV, to t. ctr><f rW d Of o+ k0l' A s Nat^ hr w Oarr PLUG I ten'~ a pKe Is rorc"IrWed curwrrw%v. Z 1 ® ® , II z f • • S. Rv-s>t to a paid tot a letbra 1 I 11 O prop to M se rofor vdet n. corrted,ntt prk. for " O O z VARIES - -6 ' OR #4 HOOPS 0 12" CTRS. op WitQnc. OrrD I Type-- 1, Lf-or Cmc. Curb ord W(f.r I rrp. _ 1. 1 ' aa U.fO+..,,<!mp rorJllfl« rseeadd curb or carp Curd Curti.. W X HOOKS REQUIRED-\ ' DIA. Io t, I C*,Ood In trw aDef of wrt, or carp and putter. I. I I I \ - R ISE #4 0 12" 'CTRS. VERT. Raeyo to be lvq for trder the cr/red urdt prke for # 4 REBAR I < , . corctere 5,d.r.A r - 1. Sy. ( D, ulrl,rV fecAttise r«ad I A 11_ 611 6 o.t sld.rot it to inc*, C In rM coof or a cre/t A-4- 1. I. UNDERDRAIN TERMINAL. C L E A N O U T II � II II ♦♦RR I j. u V N.T.S. (0cz� o C. N �� I-{OOPS- 12 �Fr- ui C; -i �-i I Q I I w X W N 7 F L C. _ A. 8' �Bf�a�KifOR CONCRETE > N Q - - u �\ \ . \ A 0 4 < i ONE CAGE #5 (0 12" CTRS. I xo CL 0 �" FL PIPE BOTHWAYS IN CENTER 1/3 m D o V) Z: I OF CONCRETE WALL PJCTGIRIAL VIEW PCT(l4lAL VIEW SETTING ' FOR TRAMSVEfZSE PEDESTRIAN TRAFFIC SEE SHEET I OF 2 REE3AR '' 1 t1 \ OC V,r5 = O - 5 O . It is v1U �...)L.. -. RAMPS FOR LINEAR PEDESTRIAN TRAFFIC 1 � SEE su+BE TABLE • N.T.S. » ALTERNATE A 18 PARKING BY INLET TYPE 4 SYMMMICAL ABOUT r` i-A DISABLED PERMIT TYPE J STRUCTURE BOTTOM e ONLY N.T.S. �j k 4'-0' 1'-b- 6; -. 3] STANDARD PRECAST CONC. WHEEL STOP 00 � 2' DIA. COVER 1N.T.S, rr nn LV f 12" MIAMI CURB V 5' , CONCRETE v ' 10- o. s' 'Y 4" -f-YP � x HEADER CURB POST , 7- B 5' 1 4CNCRETE i 6 _SUPP7 POST 7 t/2' SUPPORT PO c Lv 1 12'-0' NOTE: PAINT STRIPING TO BE N M 6'-0' s-o' NOTES; _ A s' J'-s' s' OUT LINED IN BLUE FOtZ >U) io �- HANDICAP STALL OO.o 1. ALL LETTERS ARE 1» SERIES "C». PLAN >� 9'- 0 INLET TYPE 3 DIMENSIONAL SECTION INLET TYPE 4 SY1l1AETRICAL ABOUT SECTION AA 2. TOP PORTION OF SIGN SHALL HAVE ) A REftECTORIZED BLUE BACKGROUND < L Q WiTN WHITE REFLECTORIZED LEGEND � U_ 4'-8" HANDICAP VA RIES(2'MIN.GeAgs ovE1�HAN�) 1 AND BORDER. WHEEL STOP %-pARKINGSIGN 3TRANSITION � vL 71/2' 3. BOTTOM PORTION OF SIGN SHALL HAVE 5.-"`�" TO BE PAN UuITS OF INLET TO BE PA)D 9' 18' 13' WHEEL STOP GUTTER PROFILE FOR AS C k c CONSTRUCTION FOR As C k C No. s a�Rs ( ) Ito: a BARS A REFLECTORIZEb WHITE BACKGROUND 0 1. No. 8 BARS F.L. OF W701 o 9' CTRS. I o 9' CTRS. WiTH BLACK OPAQUE LEGEND & BORDER. ✓ .�`--. }` J J T raw - ip• No. 4 BARS No. BARS i 4. ONREQUIRED 1 BOTH; + No. Fi BARS No. 8 BARS EACH 1HANDICAP PARKING PACE FOR _ o o a' cTRs. N >Ilra - i o s: 3'-0' 6'-0, 3'-0' J'-0' 4'-0' DIA- , H 4�Iva fl(u t,m 1 C7JT1F3t COTTER ANDICAP PARKING SIGN HANDICAP PARKING SYMBOL TRANS. TRANS. 4 PROFILE SECTION BB (Type 3 and ) REINFORCING SECTION SECTION AA HAN�DICAP�_RKING REGULAR ( ) HANDICAP PARKING DETAIL ; PACING s 12 X 20 ) , c 10 X Zo) MIAMI CURB TRANSITION TO HEADER CURBr • N.T. S. *�.«�'`'�'---'' © N.T. S. CURB INLET TYPES 3 & 4 PARKING STALLS w ' T " ry N.T.., NTS MA 0 _ 13 19� M O ,� 1. 18 ( 3Tfl1i "y , Y t I., I t ° I f it M a R • a • < 5' 5 B' 5 B' 5,0 r TB' > s,. 8' 0' 6 B' / J' 6 S' , 5'2 51 23 rB' 81 rB 9!' s +B 5 J n' 8 B' 8 J' +.+ s -5 9J'- e.4 + S' +A' 9 B' 8 6' J B 5 +5 AJ� 1 J.+'- 5 n' AB 711 DIMENSIONS & QUAN��TiES R� span X A B C E F G; +ems N R S __ _ 7 5` 11 10.58 04`- _1 SO 1.�70T- 4.92� 5.M 3 15.38 -1.23 4 �� -4 44 3.i5 a. 9 3 1br- 5.4 8.09 _8r-- j 24 3d 5 -0 �S �/.18' D.v �.03 10 2 Z>j 11,70` 9 ],ZV �1 ' 9 45r 5 -11 ,Q5 8.90 11.95 8.70'- 1 r- 3.19� _L 25' -6<4"L _ 3'- �2 r �2.7- `- 9 ;a4 `- � 2- -4 4 4 0 -0 1 � 1.99 1.e4� 5.J$ � �17Q 3 15 3.57r- _95 `� 7 Ill 15•�3 14LI -15,Q3 ��`- ?`- �4�41r' -24 - r- 42 r 44.1 .54 ,=4 Y1, 7.15 6 • L Qr- , -11. u n r 2- f6 FILLET EACH CORNER 2-No. 8 BARS ALL AROUND SEE NOTE f7 2-No. 8 B - - - OR ROUND CORNERS GRA>� I I � I N O T E: 0 I - ------- - I USE SAME DIMENSIONS & r-- ----------- Pipe SIEe OlnmskAu 0 r 1WA. 1 oa. i Alto Icif , Ft. - in. o b jj-C e e I/ q 1L�m JO 59 906-J.V ,-Ii6l J + l +i 1212_6J 0 I/rlrzs n p .5 I /' k CrXC/ele Gass I Cf. Pellet. srw �• Sm Cesenl Ryrgp CJ'/ro..r it-,ry J6 I _JDJ -d5 J 5 12 4 5-_Jrl •! iJ .G i J(1 JiJ_OIS 6�2 J t-- 7 (I 8 i B' 1 - 1-_ bJ+ tiJ2 __ ___ l,rY2 r.4 IJ,6 OS •Z 96Z rr5_ a 8_0�, r S4r-6 15 �B 4.51 I`J_(J 7 0U d5 78 u`i rr12 01 I J-J -O�+-Sr2-[ ,�J - 40 0�5 5``2 2�!. V J Oi � rr�J 0 919- kq�9.`+- •V �O zo ZJ2 Zlf)- 2b59 -JGJ 2J5 A I AJ -9rJ U8 _OI a O15_ u12 5 1 n�-J_OIS +,J �2Jl6 85 SI rf_5 <"�} b 8_ B n_'Q6 SiiiiiiZ J Z J 0 5 9tJ J r9-�+ a fU �11 : 9 6_ rZ_L+2 j�/2 B _6_ 1+.T �2_62- JS_52 +.a2 JZS SOJ _ -11i _r JZ ' 2821 JJ9 ya J(Z2 013 J!z )6_llt2 7 Z J'J 016 2(J -9 /2 2 -i, r2, B 6 50Ld 5.�"'6 i�S N0. REVISION DATE f •01tor 6,/Shoo w I C 0 Ir For 1 11 S" 3 ,O' For J 1/ Skyo N 24' SEMICIRCULAR BCCMP SKIMMER/BAFFLE s _ BOLTED TO-OUTFALL SIDE OF STRUCTURE _ skoe Q C I > - o r "fit 0: CL oursov (Orltll1,C/1M ,binl ` f Q , Q7f3 Y 6• P- O > U X pt//le - 0 -'°'. STREET LI Wis. STANDARD " Q 0 XZ Q SECT" AA 0)w Z � END VIEW 3 W - _ L W Z _U ALUM. ARM O Q V) RIW 11A4��WE�t �VE�1UE RIW _ -1--- (2 AWG) n Z p N 0._ 0 1 i - vAales SINer _ (pee not e- 2) I , t-- TOP A L-- - _ -1--_ J (MIN) TOP STRUCTURE EL. 35.30 L GRATE I a I C s I r PLAN - j D.H. W.L. 34.56 It` ARp11 CQ�C I i @ SKIMMERIBAFFLE I- - - I DIMENSIONAL DETAILS I j �NL N _T 1 1 [ I I_ I TOP I 1 P - - WNW I I I I��IIH �^ PROP1 (WEIR EL. 33.46 I BOTTOM EL. 33.00 1 c�YP.I U o I 11" � IJIAMANT� 510P_ 19" RCP INV. 30.93 DIAIENS,OYS AND GIUANTITIES FOR ONE U-ENLWALL ,?old for Prpe s!!e T_Ar I I tlrJne r Nl1r�m L5 (acvrsores Rer�tlrw I Cc>r>crele l I C%av 1 Rerr(, S/w skv. eo 0 q, f 1, C 5' Y Ij 11 L' I, V M 3--r r v (tj_7�0- C Cu. to. r 5rrA-- LU 51 I u r Y J :tIJr- � -6 0- 2_0 J' CJ 4 Ft ZV Z d- ,2 - 56 2 L J I, r' 6- Z' 6' �J' Ir 2' d' � X( I +S' ! lJ If I (rJ 1 J',V J' (F J' Cr � 2 S+ 96 r5• I 12J r-( 1 r`kf I--,- jF;Z 6� r 5 2'-(' I IS+ - 6+_ 11 111- 8" -f (�2' / - �s d/ I _Z'(/ � - k1 or r-�dl �( JJ+ .O' f 2'r , �' J'6- �- - J"d• J-* �_25J 32 . � I 4 .7 i2'�4' - i j•r- r� r-2' (�Z' ,'d I JJ, 124 6 _�• 1ZJ _u 6• 1_d }�- J'�r--J-•._,V f_ , J q' J'rV_ _2"I (! 2GJ_ �- - _BJ_ qJ Z!_I._J„_ �'at 6-f 5' *' -1 6'( 5.-,r • -- J57_ 6-( +al - i+J a) -- - - - VARIES, C S REQUIRED I - - - - - I BY STREET DEPT. I L- titrs Y Qri, H ze-MO JO'PIPE (Juts I 4, I SLOPES j t 1 ASPHALT AEMNT 8 5 I , TYP. SECTION HARTWELL AVENUE N.T.S. ENDWALLS WITH AND WITHOUT BAFFLES FOR 3 1, 4 : /AND 6 /SLOPES i ( LIMEROCK- CONCRETE I I I CURBING SIDE FRONT ' ' sup-aASE i I___J ROADWAY SECTION OUTFALL STRUCTURE 3 (TYP) TYPE C, INDEX NO, 232 MODIFIED A- 1. Street light spacing shall not exceed CC WL- isf6'Y.t,.I.` - 300' and steal l be located according it - '+ Burs A 0t-6• - ° +Bar A6 •+BU' A5 • , Qvt D, o 6' to acceptaole engineering practices. Q -��-_ r - •+Bits- __(___ -- {-'+QIr1B,ol'-6• 2, Pole location and arm length are tobe V 0, v 1' - 6' j `t__f__ -- __,-- --����_-(�'I;�' coordinated w th pavement cross-sect,on. - 1'- 6' ;� e r Bc-sC, - _A, i n - -- - I- C/ .,°, � -D'Sti 3. Dimensions shown are minimums. (n 0, o r-64 �� •! Qlrt ri - - •+ Buts - t I 4 r !�'- n . /2" Hn,,cCr,:5:3 GRL - --- Js-6' j'- - ICLYErt 1L \E SKIMNEK o B rt B - r _s- �Srwrn lop Or 51c0 SODDED _ GCLrED TO 5"x6"CAA!I!i=l P^ �•- I L _ _ � - - ' - -- - _� - - - '�� - - - - - - I •+ Lb,t B v 1..6. Cn `/i SIDESLOPE - G VANI [� 20LzsvAsREU 8 _;,I ;'F -Ours C, _ _ -f - - - - - - - - 0 -Cmslrt,Clra, J,tnr 1 -��� ARD 111JTS, EACH SIDE- ( a - - = C I • -- - - - - _ - - - - - Qr t L- r A, A' THICK BLANKET OF CRUSHED STONE \ _ ! j + Durs Cz or 6 _ (! OR EQUIY 4LEN7 MATERIAL J~ G" I ps Q'rs0 - _7 '+ Cuts a 1I I BvrsC >QXr, Ps a I'•6 Qsrs 0 _ o r' - 6' z a \�\ - 6,. Y. 6" G.lL`!A�i17En ', fro, AS- .r -- - I ', Durt BZ •r-6• C;10.h`!EL BC•LfEC TC ,, - -- SlwIn Q,1rpe W SAvo _ ,_2_ W z-I/Z"x6" ma's h - G- CMVArtIUE) T6READEO 'f Q,f SECTION CC I I ABATEMENT POOL ,-. �.,'. aaLTS 'r/J�rtaSnERa�� \ TOP OF POLLUTION ABATc c FILTER MATERIAL WITH r:Lr,EAC' SID_ L I Born A, t-- ° ° II'sC, (,V -5.) LL PERIMETER TOTALLY WRAPPED L Q,, h _ ( �Q,r,c,rfs.l _ O " ,,'1TH FILTER r SRIC C D--j A - '+ &i's n o r-V fwS. 1- - �F _t .. Burs A, cc:Z I" I PUS •I Bors 0y v 1'- Or IF-5. - - " - - �' IUD 4 Dots LV 0 1' 0 cn /j •e,Ife: D°fs C, t Cy r rS. t FS, ! }- ' ( ,S 45' 1 PERFORATED COLLECTION PIPE i,uMyn-rr in ar[e b C, 1 + I2" fy �_ \ WRAPPED WITH FILTER FABRIC (wortr o.�, of rw,urrw , ----- 12um SEEDED POND BOTTOM (97.0) r/ --- - ---- - - +tbr, D,� r•6 \ _ u �, Bo� & r.6• �r��. \ -pv, CI 1 Dole A, fbr, 6 _ o r- VARIES _1 s" SCE SLR: I III _=I2 rl r �C •+a�U \ .SECTION DO ( 1' MIN.) \^IE!K EL.32.52 ! / , �� 3' 7 - - t „ / I 1. r --- --- - --- -.. .----- _ •+ Durs _ •+ r3°rs D o r. 6• r�l r- '+ Qsrs C� o r 6' C .Joints -36' RCP r 0' Dols t} v /' 5' i •. Qtrt -t -; -r---, ;'li=�,-T--�� ' 'rl -� I ? V ' Transition Z 7 35" RCP 35" Rr;p -- r �;<Fs -r=-r• �� - - _ -- } --- - -- , i.-.Li_i i_i-i-rr=ir -r-� - �I 0 ' •, Liu � ° / .6• 1•. 6' C--z-F E- S E C T I 0 N A - A { 2 rz ' •, Burs A v r' 6 12 SECT" 88 VIEW AA F W J R i I I r ' 30' CONCRETE P0'_E Bvrt H (S U.) OI Q1,3 Y Bvlt H Burt Oi INV. 28.60 6' PVC � � \ I � '• � b" LI�IIF�DCK BASE 3" s" I � (98% VAX. nSIT`f RASNTD .T 180 MDD.� UNDER DRAIN I II 11 5lJBNSE \` S>�ur� (95 16 MAX. AASNTD T-mn Wn) (FBV 5O) TOP SLAB EL 27 DRY BOTTOM POND CONDITION -- -- OUTFALL STRUCTURE S-19 TYPE D, INDEX NO. 232 MODIFIED DIIIENSAONS AND CUANTITIES FOR 8AFFLES- Pipe X Bur/la Co,crele Relnf• I ills 0 P 0 R wWm I tie,�'r! C°fvt, r ci,r/le Relr/. $fell Class I Slw Cu. to,kLQs. L------ f,or Y I fb, N -- -J•-r O,c7 2f 5' 5-. 6T- s.+- l2_ • �-- 18 0 I last w W A A Maintain flow line grade 3' Uj C nrB•Y•tr.1 face r1W B - CO wne, Collor I In Plvn / _1 lr-- _ Must fo(laW LL,s Os v 1' 6' i- - - - = tr - _ I Skt,•s 1} : r •?/ - 1--tr _,:, �� fl,plcUl, � 12, alignment ;)ER LEt;GTH (FL) -, I 1E - - m;; �11 E'/ of the street cc Uj Its -L - 7 lie � ;r Iron .b nl6•Qnt B °r Transition. _11.---- soCmf Rlp,,v PLAN _-� PERSPECTIVE r, p C. Joints Fill SkWe Yu,les 1 r1� - r rrn. , do'. Pryt kut 1 L- _�•- sA oe a Prpe to • I- s(I:L'CTURE 1of C11 Dli�;/L � a � - � >aL SKI,t:!EC 6 iLE 3 �L- _ice--- �.� SAL 1 A, LF- rL- (.Dyer Of Ptzslk feter FuO,fc - I I f Gutfr To Be c .f to C1W,xl V^!t Pike for Rfprp ,1 , B°,t D° r 6 SECTION EE o" 11h5EJ U P• F•J $ INV. -� DABS A, �- C, Cam_ CJ UJ P/De Slee 511C Spac/tv fNoJ FI.-InJ SIZe Spx/n7 (Ho.I11F1,•1nJ Srte, Spocl1r7 1Ho.r1Fl. !nJ S/ZC spcIry (No.)1Fl.-lnJ SIJe' Spoclrp 1No.11F1- InJ 511e Sp c/try 1No.PfFl- In-) �' , 0- 9} + l 6 5 0-it + 0 9} 5 0 -5}_ 5-r05 - -- 6 0-6} _ +9}- --! -- -- 5 /-0 - --- 5 1 0.9 5 1.0 -I- - 5 0-/9 --}-- • 1-6 -t--- , f 10 5 0�0 --' I----- 6 f-0 5 - -} 5 l0 0-9 N 5' 0. 9} 6 0 -.V + 0 -V 5 l! J I 1 1 1 f 1.0 5 0 -d} 6 n 'r •' 0 .61 1 0 6 5 0 .8} --- 6 O A 6 1 0-I} 1 t 6 0-I} 5 r0-A0 J 1 0-0 0-5} 1 6 0.7} STANDARD CONCRETE VALLEY GUTTER 2 r "1 .W GENERAL NOTES f. Clur(er oil °.tusw ea,es 2. Cacrere -ft.,, ltq ialurra+e-ar of AS rY C - 478 r +CCO per I--V t" wed In lleu or Ckw 1 Co'"a" \ BASIN ID STRUCTURE NO. BOTTOM EL WEIR EL WEIR LENGTH (FT) In prow, l weturw `" pknft '"'`" or,°er tile sro a°,a Operiny P/pce)vrs3 / me lruC`fCf!ry, orr pprawt n drJrulrti><,e praA,c/s. -1h�5Pll. coI,1C. �1 W g J. Errl•M•'I to U•e wtt for vver the an,roct (n/t price (or cArid 1 Crxc,ele IEr•,..als ICY ord Relr(orc Ly v 30 7 33.00 33.82 0.95 51eN r � ,, , I LB. R/p� IV a Wrt viler l/y a>nfrat nu price for Rplpfov I surd - CenVnI , F•�.� P RwJv ICY. Cast or rl filter fo t- to De lrtJulw /n the ! oc1 v,l/ Ice for ,tp,op. 40 11 32.00 33:47 3.63 � q 70 11 32.00 33.90 1.63 Faci,y,. _na,'p 1w for 1n lne +ons.:o Ce Wit to, v,ter Wnt,Wf _11 p,tce to, FyctV. type 8 -,. � Lf. . Corse, sins '" "I e-d Wsts ro " Wit to, c,Je, t.,e po.rrrorr v,ll price to, Corner Post W �"• rn�j 74 .88 CS Ass e+Y.y r r, r. D Fara 1 EA, u f FLtI & Ero Pwf A-,5. J I r1c p B Face I CA. lesPv:lh'dy M7 80 29 33.00 33. 0 see /roe. a.,52 /pr tenons o/ rrpe s rsclnp. 90 33 '31.50 32.37 1.54 V'^` 4- ? W ., �I tJ°,tc,.c} r,1. ,tip • Structure Top El at DHWL Outfall Pipe Sie (In.)/Inv. El 5j, -cz t_ _ L� 30 34.84 15 rJ 30.50 wt° All bur a1v t °.R «t. 13 '. 40 34.03 15 @ 29.50 ' 70 34.81 18 @ 30.50 BENDING DIAG (9S% I�AX. [�NSITY AASNTO T 180 �IOQ Q �, 80 34.78 15 @ 30.50 to Z vZ � 90 33.48 18 @ 29.00 IZ STABILIZED SUBBASE �� Q Underdrain Inv. Structure Type, Index No. 232 - MWO T-19b MOD.) U TYPE CONCRETE ENDWALL ENERGY DISSIPATOR 3c: K, c 28.6 D TYP. PAVEMENT SECTIO 70 C N.T,S. 80 C 90 29.0 C OUTFALL STRUCTURES: S7,S11,S25,S29 & S33 3 531 •. 1 + . CONC• VAULT, • U.L. APPROVED STRAINER COMPOUND METER GATE VALVE--]]] -GATE VALVE TEE ! � TEE _- jG V. w/RISING STEM 90' REND ` 90oBEND METER BYPASS N0. REVISION DATE a B FINAL y� ? FINAL Q 8 LIFT - LIFT { -----� BACKFILL $ BACKFILL-'` - O I w000 sxEEr/AC (NOTE 3) / (NOTE 3) ` BLOCKING FORMS • . • k p - - I `CL \ O _ U Q r ► ► LNFTlAL ANDCOVERN r CONCRETE or pACKFfLL -� PLASTIC 2 TO BRICK o 0 a = Q CLASS N ? (NOTE 2) - Z JOINT . -PRE PRIMED LEVELING COURSES a a a 0 o Ld O Ld ' �M,L r ► j ,t FILLER - 0 0 o a o 0 o O CO O PO;- YE rHYL ENE \ _ U _ -� ...�. BEDDING % O ? i \ WRAPPER ► _ o SANITARY_ o Z I GONCHETE / 1 (REMOVE) o a o 0 0 0 0 o a w -r' + o o a o o a o "o'o ,v CLASS T COfrJ.4ErE (NOTERIAL -� \ CLASS ►'r•:; . } 18"MIN. 0 0 0 0 LrcrsruR cO T ti ► 36"MAX 24 0 w _ S;K TYPICAL < ► • - O F- Q in CROSS W/PLUG PLUG DEiA!L 0' O Q U W PLUG TEE W/PLUG --- COMPLETED �-Z 0 fn [L Nrs Nrs N'rs ' 4 ,UNDISTURBED 4 _ 4" Y: // JOINT W1T}l llll Nrs IN (MIN) (MIN) (MIN.) Bf rUMASTI - _4_ - SQUEEZE -OUT C CLASS A CONC. ARCH CLASS A CONC. CRADLE COATING JL---- - - MANHOL E COVER As REO'� 5„ FOR 4' OIA M N 4 OR 5 N T S TREN;`i _. - --- _ 6"FOR 5' 01A M.H w.orH `n� JOINT DETAIL NOTES vrDnruReED FINAL NTS. SEE JOINT 1 sO,L LIFT // DETAIL I. BEDDING MATERIALS SHALL BE ASTM D2321 BACKFILL CLASS 1, CLASS II, OR CLASS III, EXCEPT (NOT !J PVC PIPE SHALL NOT. UTILIZE CLASS !!I. MORTAR OR O I E 3) MORTAR OR CONCRETE -GROUT CONCRETE7. - TEE. _ - _ _ _ __ 2. INITIAL LIFT- COMPACT TO 193 MAXIMUM CHAr,'NEL BENCHING 1 VTFCz -r , INITIAL > _ BRICK L1 MORTAR ��� •� I � (AASNTO T-IBO) DENSITY 6 LIFTS. J l2 .+ 1/2 OrA cv o ASBESTOS-CEM,E,k'T +- LIFT ;� - 2 3 FINAL LIFT -COMPACT /2 LIFTS TO 95 /a CII.,v JEL 1r,ANIIOLE ADAPTER \ ' f 080rA � BACKFILL t4 -- MAXIMUM (AASHTO T-180) DENSITY UNLESS 6 ' + o - i _s(NOTE 2) a k�UNDER ROADWAY AREAS AT 98 o MAXIMUM : '�4 D 9"E WI > , 7 � �� t-rc-r.�` 6 •FOR 4' � •w. .. i'� '• \ DENSITY. vsE 3E, ^OF �" 5_ti'J j 9 4. SEE STANDARD SPECIFICATIONS/ �- 9 8 FOR 5 CROWN DIt1 M H. EFFLUENT N BEDDING 02250 'EXCAVATION 8 BACKFILL L ll= _ 6"ALL SIDES A'YE 90, BEND TEE TYP;C.AL SECT!O'1 MATERIAL • ----- I f. 01A M }r N"t ANTS UNDERGROUND UTILITIES _ COMPACTED SLBGRADE _ -_ - _ _ _ _ I ° i rs Nrs ( NOTE 1) 0 -� 9" THK. GRAVEL - - 90 BEND S 02400 STORM SEWERIS Q CULVERTS � �•_ - Q 02420 UNOERORAINS �MA x PRECAST INTEGRAL BASE CAST IN PLACE BASE 0 -- - _ _ 02570 "PAVEMENT REMOVAL S -_ . UNDISTURBED RESTORATIONCONCRE TE " . � � MASS SOIL �. _ n�E In "Snnllrnnv -Fu'FFl-cT�nvlrv"-- -- SECTION it n'� 9"E.W. 0 WATERMAIN THRUST BLOCK AREAS 11`J SO, FT (A x B ) PIPE SIZE (IN) 90° BEND 450 BEND 22 I/20 BENQ 1 / 1/4 ° BEND TEE & PLUG 4 1.35 0.75 0.40 0.20 I 00 6 3.00 1.65 0.85 0.45 2.15 8 5.35 2.90 1.50 0.75 3.80 10 8.35 4.55 2.30 /.l5 5.90 12 12.00 6.50. 3.35 1.70 8.50 14 16.35 8.85 4.50 2.30 11.60 NOTE AREAS BASED ON SOIL BEARING OF 2000 PS.F. 8 DESIGN PRESSURE OF 1.50 P. S.1. NOTES-- I THRUST BLOCK AREAS SHALL BE POURED AGAINST UN- DISTURBED SOIL. 2. BLOCKS. TO EXTEND FULL LENGTH OF FITTINGS, JOINTS SHALL NOT BE COVERED 3. SIDE OF BLOCKS SHALL BE FORMED. WOOD FORMS SHALL BE PRESSURE TREATED WITH PRESERVATIVE. 4. BLOCKS FOR ALL BENDS SHALL BE SIMILAR TO BLOCK FOR 900 BEND. RISE AND SPREAD OF BLOCKS NOT TO EXCEED 450ANGLE. 5. ALL PLUGS (STOPPERS) SHALL BE PROTECTED FROM CONCRETE WITH 3 MIL. POLYETHYLENE. 6. SEE STANDARD SPECIFICATIONS 02620 "SANITARY SEWER FORCEMAINS" AND 02700 "WATERMAIN SYSTEMS" THRUST BLOCKING FOR CEAIAIN THRUST BLOCK AREAS IN SO FT (A x B) PIPE SIZE(IN) 901, BENS 450 BEND 221/21, BEND 11114 °- BEND TEE a PLUG 4 090 050 030 1 D l0 0,50 6 2.00 /.1 Q 055 0.30 / 40 8 360 190 /00 050 250 /0 5.50 300 150 0.80 390 12 800 430 220 / l0 565 NOTE AREAS BASED ON SOIL BEARING QF 2000 P.S.F. B DESIGN PRESSURE OF I00 P S.1. 02620 "SANITARY SEWER-FORCEMAINS" !T I S V- CLASS B PVC PIPE h'TS COMPACTED GRAVEL OR CRUSHED STONE 'PIPE BEDDING N.T.S. BASE DROP MANHOLE CONNECTION i NTS h!ORT fr OR CONCRETE CHAP,'NEL MORTAR �' °„' ► _ H..LF PIPE FLOW l8'OR CH,4 ' L w+ 24 _ _ _ S rue our ' W/PLUG NOTES 2' DInME r£R � -J - _ - - 1. FLAT SLAB MANHOLE TOP MAY BE USED WITH FRAME B COVER 0 APPROVAL. - c 2. PROVIDE DROP INLET FOR ALL INFLUENT LINES LLI BncK-Fl-usrl «_4 �j WITH INVERT 2'OR MORE ABOVE MANHOLE INVE.i';' - . SHUT-OFF VALVE -- 1' 3. DROP INLET PIPE 8 FLTTINGS TO BE SAME SIZE ANO HOSE A. AS INFLUENT SEWER.. END OF CHANNEL 4. DROP INLET CONNECTION 6 MANHOLE TO HAVE RELEASE FOR TERMINAL MH I vncuuM ------,�-jj-j� , INTEGRAL POURED BASE SLAB. VALVE STEEL srlrnPw/ {-} I' I I .. _. _.. _ -. ANCHOrr DOErs I I I 5. PRE-CUT _ HALF PI.PES MAY BE USED FOR MA NNOL PRECAST n CLAN( PIPE DIAMETER SHALL 'BE WALL -� , 8LVA OWE- FF • I NTS PLAN 6 STRUCTURALLY ALLYAASRTYPE" J5 STRUCTURE BOTTOM cn 5 .• 3'-0" _ N T S. SHOWN ON PAVING 6 DRAINAGE 'DETAIL SHEET. 12. SHOT-°" MANHOLE CONNECTIONS PRECAST CONCRETE MANHOLE SEE STANDARD SPECIFICATION 026/0, "SANITARY co cn VALVE N.T.S, SEWER GRAVITY." 0 FO CEMAIN OOUBL E S r RAP (0 I P) N. T S. - I/ Li 6 6 LAPPINGcc • SADLY £ - 1 „Q --MDR r4R FINISHED GRADE AT R/W PAVEMENT SURFACE nJn�R RU� GRAVEL BED L0cc IY W AIR RELEASE VALVE ?; 3, Z 3 0 N. T. S.0 \ I? 2 2 -- - STOPPER ~ 0 450 BEND 41 TAPPING SLEEVE N / TAPPING VALVE EXISTING WATER MAIN 1- W 0 LOT LINE - ? w rE w/ k STOPPERS 6" SPUR SERVICE LATERAL t 6" f Q I % MIN. GRADE -CHECK VALVE rL / wa•£PUURR 4 S ' [`� // 9'r 6 WYE ]•}- CONCRETE ` + • PL UENO SEWER MAIN F- ENCASEMENT --� OF LATERAL - NO SERVICE z WYE W/ , CONNECTION --STAINLESS STEEL 6" SPURS- a PERMITTED PLAN 0 L L AMPS (Z EACH) SEWL'R MAIN GRAVEL OR • 6 fI V NTS U -' _- CRUSHED STONE - I �_ - DlP � � - _z E FLFXIRf - c2 1 (ij i'flf ARS TAil f >`; STEEL UNDISTURBED \mil//���• i..V;O/ a .rC�!/%...\ .�; . RING .`•Hf A/i RING f� SOIL FINISHED GRADE AT R/W PAVCUENT SURFACE COUPLING - _ -- - WA I t R-S�7lRC� w N o T E s: MA'" CHIMNEY CONNECTION PROFI L E ---- --- ----- a I. COMPOUND METER SHALL CONSIST OF A MAINLINE METER AND (FOR DEPTH TO INVERT OF l0 FT OR GREATER) BYPASS METER CAPABLE OF MEASURING ENTIRE FLOW RANGE. GRAVITY N.T.S. `. 2. METER SHALL HAVE A HINGED TYPE ALUMINUM ACCESS DOOR Nr.s. -- CENTERED OVER METER. 0 0 3. METER BOY, SI-IALL BE WAFER TIGHT WITH A POURED CONCRETE BOTTOM SIZED FOR PROPER ACCESS. s �. - RE IAINE R (;L AND T MAIN W PROFI L E CO)) --- - SEWER MAINS - COMPOUND METER INS T L L A T I C) N D E T A I l_ =: �� ,.,; "3 BARS STANDARD SHALLOW CONNECTION nE Ron r ! O: N. T. S. 13 ASSEMBLI2] rUFrNBUCKLE `--fORCE MAIN CONCRETE ENCA SEMEN T Uj z ! ' FORCEM_ AIN N. T. S. NTS _- WATER MAIN CROSSING V 10 N.TS. - A RCQb BACK OF CURB R/W OR E.O•P. PUMPER NOZZLE /_70 FACE STREET HOSL NOZZLES s f � FRAME 81 COVER TO BE U.S.F. y I L It CORP. STOP W/ 2 OPPOSED _ Q NO.7623 (OR EQUAL) W/ SANITARY �� m w SEWER DESIGNATED IN THE COVER +� lI/2 CORP. STOP W/ SERVICE CLAMP TIE RODS 90° / I FS �I� _ Z , SERVICE CLAMP `v,Qi COMPACTED \ VALVE 8 VALVE �- BOX -SEE SEE DETAIL � / •i BACKFILL PAVEMENT SECTION l"WYE ,Y; THRUST BLOCK GRASSED AREA SECTION 3 3/41I �! CURB STOP LWDISTURB ;� i PAVEMENT • ,. y ,� l CURB STOP :� SOIL WATER MAIN W / l Y - I THRUST BLOCK STONE ORGRA EL LIMEROCKyED * I•. ,��P• ��P• A/< .., � �� TYPICAL HYD RANT DETAIL 3/8"GALV. ANCHOR BOLTS 21X21 CONC. ENCASEMENT W TYPICAL SERVICE CONNECTION DETAILS 11 � Wk. N.TS. 611C.1. BEND J N. T.S. -I ' P V. C. 411MIN. 611 � V 41 6 INSTALL PLUG FOR V �v 1 / I TERMINAL CLEANOUT : VALVE E PLUG CJ. OR Cia'.Y. t ► ' h4 TER BOX` • �) f e COVER P.V.C. WYE v i wIN W/ k 2"CCRP ? 6" GRAVEL SED • ° 2'PIPE7 3E r TERMINAL CLEANOUT N.T.S. i0 BLOW -OFF DETAIL N M 1� I 11 N.T S. 0 W 1 MAR ��o 01 s , -- 1—