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SDP199600089 Plan - Other (not approved) Preliminary Site Plan 1996-11-22
KEY CONq-1-RHCTIOhi NOTES SITE f_NEDBREVIm I ION ASPH. = ASPHALT PAVING MH = SEWER MANHOLE ❑ CONCRETE PRE —CAST WHEEL STOPS (SEE DETAIL S{-ff. C2.1) _ BC _ BOTTOM OF CURB N.I.C. = NOT IN CONTRACT TMP 45- 109 B.P. = BACKFLOW PREVENTER OFIE = OVERHEAD ELECTRIC LINES LJ TYPICAL HANDICAP SIGN (SEE DETAIL SHT. I". C2.1) CPP = CORRIGATED PLASTIC PIPE R = RADIUS R T O ASSOCIATES LIMITED Co = CLEANou'r RCP = REINFORCED CONCRETE PIPE 3❑ "VAN ACCESSIBLE" HANDICAP SIGN (SEE DETAIL SHT. C2.1) PARTNERSHIP COTNC = C� RBRETE 'rAPERAVING RD&R - REMOVE AND REPLACE rl C. =EDGE OF CONCRETE SAN = SANITARY SEWER U SURFACE PAINTED HANDICAP SYMBOL (SEE DETAIL SHT. C2.1) D . B . 996 P . 135 ELEC. = ELECTRICAL SHT. = SHEET 5❑ NEW 8" X 8" X 8" TEE AND 8" WATER VALVE E = ELECTRICAL SDMH = STORM MANHOLE 0 o S o c5`I EP =EDGE OF PAVEMENT S.L. = STREET LIGHT L6 NEW 2" WATER TAP TO EXISTING Y' MAIN a o o 5....�:. .1.:. F ='FIRE PROTECTION SP =SIGNAL POLE \� •• '•. to F.H. = FIRE HYDRANT S = SfREEr SIGN ❑ NEW 2" �l5° FITTING w rr :. 1 '. '•. .. '.. •. c" 'L F.F. = FINISHED . FLOOR TBR = TO BE REMOVED €, I I 1 cu '': '. '. ''• ''• ` 8 PAIN DIRECTIONAL ARROWS (SEE DETAIL SHT. C2.1) I , 1 • FL = FLOWLINE TB = -TO BE REMOVED & RELOCATED ❑ 1 , I G GAS TC = 'FOP OF CURB .`..`..'''•. , G.C. = GENERAL CONTRACTOR TG TOP OF GRATE 9 NEW 2" 90° FITTING ` = T.L. _ "TRAFFIC LIGHT pI I '•. . � • •''.• .• •. .. •.• '•.• '•....• � .•;'•....''•.• �•.• . •.,'-•..'••.,'��.• •. `'•. � :. � ,n GL GUTTER LINE OD :: '.•''.• '.• •.. : ': t I I G.M. GAS METER fW = "i0P OF WALL ICE ..''. , '•.;'' .`'. '.. `, I �, _ Io NEW FIRE HYDRANT (SEE DETAIL SHT. C2.1) G.P. = GUARD POST TYP -TYPICAL ❑ / \ ''..'''•. ''•. / 1512. 83 = RA PS P.P. POWER POLE I •. •. •. `., • .• .. ''•.. '•._ '.. '.• .• :: t I , HP HANDICAP M CONS"fRUCTION BY OTHERS _F _ ` , : +. _ = I'I CREDIT UNION SIGN (N.I.C.) t I I IF IRON PIPE FOUND UIP USE IN PLACE ❑ _. .•s t i 1 t I c I _ 9 I = VCP VITRIFIED CLAY PIPE �, :I: INV. INVERT I CURB TAPERS EACH SIDE . �• :'•• �•• :�' j• i I i I : , I i c � L..................................................... :. I i _ 1L 2 WIDE CURB CUT 1 8 { : s : , : ; = W -WATER s , , , :. , I EXIST EXISTING ❑ I I ' 1 = WM = WATER METER I I , , , t i J.B. JUNCTION BOX ::: I3 EXISTING ENTRANCE APRON '. t = ION SLEEVE _ � + .....••' .. •'' .••'�• .••' ,.••''' , � `• � '�. : I � t L. LS. LAWN IRRIG;IT WV \ -WATER VALVE I [ c , i i I i SI I [ i I i _ _ MANHOLE a - 1 `• I �� • .. I L.P. - LIGHT POLE WMH WATER MANH I `: I I — I4 NEW CONCRETE DRIVE -UP p , . 1 I Y.L. - YARD LIGHT , :• i : I ❑ I :' ..... ..-••' ..C� o i I i I •c '1 ..5• ....:''....................... I ; I''.• t t •i I '[ • I :::: , : •.... •... •... � .... •... ,,tag...... .: ., .•• .. •..� I ................ �9 �� ' � : ': ''•. l •�: I I s NEW CONCRETE PATIO :..........s I — i I i 9� , i t t t � ❑ i t I t — _ TMP 45 93A ' �s NEW WAFER METER AND VAULT LOCATION LOWES INVESTMENT CORP. :' : : •' . . • : , ::.:. : ' cPp .. 3 D.B. ks) TMP 45-ing RIO ASSOCIATES LIMITED PARTNERSHIP 0\ ON D.B. 996 P . 135 t Ln n Y) 0i WOOD % 4n L INE In 512.0.9 q + ............................. v ........................ 6. ....... ........................... .......... ........... . . ......... . .................... ............ _8 . . . . . . . 0 9- . ..... . ..... ..... ......... . . ;:) : .......................... ........... 7. ................... V.> Q . ................ V TMP 45-93A �3 ......................... - - - - - - - - ..................... .............................................. ................ IF ... ........... .......... D.B. 996 P. 141 . I .� .... .... I .......... 61 .... - LOWES INVESTMENT CORP. .. ......... ............ ....... ............ ........................... ............... .............. :.. . . .... ;�7. P4N .......... .................. �9 ........ 510 ............................. . ..................... .......... ......... ...... ......... ........... .... .... ... ... . . ............. ............ ..... ........ ................. . ....... ............. ............ .................... ................... I . .................. ....... ........ . ..... ......... - - - - - - - - I - . .................... ....... ........ ...... ," , iq"*- , I , *, " . , . 11. . + .............. ...... ........ I ...... Z................ ....... ........ .. ........... ........... 51D .. . ......... .......... ............. ....................... . ........ ....... ........... SF ............ ......... ......... .. .... .................... .................................. SF ............................ ........ . . ............ ....... ... , �� : : '. '. % ... .................. ........ ......... ... ........ ............... ........ .. ..... .. ........ .......... ...... ................. . ...... 3. g E-� vz 'a 15 NSA I MON xl"r ............ - - - - - - . ..... ................... * . ........................... - - - - --- _- .. .......... ....... .. .. ....... ............. ....... mom .......... SF P //V ... ................. ...... 'I IVO 04 .. .... ....... ...... ........ ......... /--NEW STORM CO TOP 528.00 19 lcpp ........ ...... k . ....... INV. 525.00 . ........... ........ .......... cn .......... ......... cl ........... ...... ul Kom t........... .. .......... .......... .............. ........ LP RIP R% R9. ...... ...... ....... NEW TRASH� DUMPSTE 190 L P ............ .. ....... ....... .... .... ............ ........ .......... 0 0, ........... q4, .......... ... .................. 5 . . . . . . . A' --V)- L.P. AREA (SEE '.,SHT. A1.1) :L.P. ...... ....... ...... ......... LL ........ ...... ....... ............ ... ...... ............. ............ ...... .......... TOP .519.50 .............. ...... .......... ........... ...... ....... . ......... 4 NEW ...... SIL .......... ........ L :518.61 2 `X12' LO�, 61 NG SOACE.S.. ...NEW -25 ......... ............... 505 .. .... .................... ........ ............ ................ INV.(S) �=516.90 OP--g. 528.46'm ....... ... INV. .......... RM .............. 520: 16' ........ ......... LLJ ................. ...... .............. ........... ...................... ...... NEW 2c r28.80I. ........ . ...... .... ......... ..................... ............ ............ ...... ..... ............ ............. . ........... .. ... ....... .................... r 597.00 OP ............ ... ....... .... ... INV. 522.29 E L I ............. P� A ...... I� ..... ... ... .................... ly - .... ... , .. ... ... ........ ................ ...... ............... 728-.16k ....... ..... ........... S F .... ............... ...... ........................ . .............. 9 ..... . , ........ ........... 7q ......... ..... .... ............ ............. ................... ............ . ......... .............. ... .......................... 176, .48 S0 F NEW 4!� ST ....... ::::�: ....... T .......... .... ................. ... ....... D .... ........ ........ ........................ .... ....................... 4.058 ... ........ ..... .......... .. .......... : ........................ ................ 28.50 NMI 9.0 f27M ........ ........... ................ 2' '82 . ........... .. ..... - - - - - - - - - - - - - - - - - - - - - - - ca uj 0 ....... ......... 5ju............... ... . ........ ................ vz ... .... .............. . . . . . .............. ........ NEW Eif� ... SANITARY ........................... ........................... ............... ...... .......... ..... ............. ....... ....... .... .. 529.65 ............... ....... 529. 18 -.SAN ........ 0! ... SAN .............. .... ** ......... . ................ ......................................................... ...... ................ .... SAN A RD rol ...... L-1 ON 29.00 INV. @ BLJ)G. 526.00 ......... .. ...... .. 530 If M-O Q Ll Lz �.00� 3 ......... ............ ............... ................... ....................... ..... "i .. ................ ................ CL E NEW 4!' SANITARY SERVICE ......... ........... ............................... .......... ........................... (D NEWI ........ NEA 4 ST.:; ...... ... ....... .................................... ....................................... 28.50 TOP- 528"50 .......... 10, ITARY-- � 0 ............................... ........................ z ZOJ ......... ....................... NEW SANIT�RY CO NEW SANITARY GO 29.2Q �qI5 - - - - - - - - - - - - ................... LU . ......... - - - - - - - - - - - Ln 28,70 TOP 528.00 530 ............................. .......................... .... VO .......... I ................. ............................. INV. 524.45' TOP 529 5Q 535------ NEW TORM CO� INV. 525.90 ........... 0.18 .............. INV. 522.04 -7 0 --F2T.-O-01 120.501 C) L.P. V) -ION 529.00 F. F., ELEVAT ............... oi > U) (D _j. EW GAS METER, N�W�e ST. BUILDING ........ ................... . TOP 524 04 ................. 7) NEW ......... TD 2940 31.66 4 �26 21 NEW Z WATER-. SERVICE z jz 3Q.75 tN ra 26,501 EW STOR� SERVICE - - . 11 ....... ENTRANCE 30.25 0 INV. 0 BLDG. 526.00 26'.0 -5-0-1 ...... ............... F2 8. v W STORM GO .79 TOP = 528.30 26 3 9 NEW (5' 0 INV. 524.26 SF R t RkRD '-.NEW \C� )RO. I ' NLET EW 4!' ST. tt % '7 TOP = 524.50 LO INV. = 522.bu NEW S. 0 12-922-01 GO TOP 517 20 51 F� NEW STOR 31' 3,001 �w r=51 .1 Nv� TOP lop 0, INY.' IIE)= + 33.96 INV.�N&�)=521.3\4 33.44 IN E)==,522.30 126.751 IN W)=1522.92 t 4 28. 1 28.20 0 0 27:50 LO NEW CURB INLE�- 25 0 G) 5.26 Lu -TOP 52 ........... . ....... 5.00 INV F3 0. 7& 4 t)j SILL = 5 to 24,34 pv� = 519.34, ............ L.P., + ........ ......... ......... P2.17J 0 N EW 1 Z ST B. S. L. t 4v P_ cn ................. ................. ............. 0(� - - - - - - - - - - - - 0 < 0 ........................ x ................. .... ....... UTTDT-Y� >2r ............ ....... I ............ ..... . ..... ....... . ................ .......... - .43 .............. ....... _PA T_ - . I i 30.511 131.151 ......... EAEMENT -535 Wv I KING ETB/ CK ............ 0 30.011 130,651 ............. . ...... Q.. B. P .,:\ . " ... .. ...... -t 00 ........... ....... . ..... ASP PIP, P W ........ ............ ....... ... ....... .. ..... .. A' UK' ........... . ........ .. ............ ................. ..... ...... A=49 *50'52" G ........ -.98 '501 - I ............... ............. ...... ............. ........... ... . ... '46"E . . . ................ - 4-9 91 r .................. ........ ..................... ...... . ............ ......... .......... SF ....... 525 525 ......... ....... A BM ............ ................ - 26 ................. ...... ...... . 5 > 51 510'93 CB=N05*4C s 0 OUND LANE 13.00, EAST B 510.'63 46'.15'13"E 1$20"W TOP 512 61 S D M FI TOP 51--�. 41 INV. :OUr 501.21 IlD NEW INV (SW)=5..07.80 r 4*0 9 + + + + + to Cu 9 9 0 Ct 'REQUIRED 'X4!' TRENCH 2. STAPLE WIRE FENCING TO THE POSTS.' 1. SET THE STAKES 2. EXCAVATE A V'Xe TRENCH UPSLOPE ALONG THE 50' OR GREATER AS 1. SET POSTS AND EXCAVATE A 4� UPSLOPE ALONG THE LINE OF 'NOVEN WIRE,FENCE (MIN. 14.5 GUAGE, POSTS. LINE OF STAKES. 5' MIN. FENCE POSTS, SITE CONSTRUCTION 5' MIN. FENCE POSTS, MAX, 6' MESH SPACING) FDRIVEN MIN. 16' INTO AREA FDRIVEN MIN, 16' INTO GROUND. Er MINIMUM GROUND. 0 WIRE SCREE CURB INLET LL x CONCRETE BLOCK NOTE: PROVIDE APPROPRIATE TRANSITION ET STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC STREET OR ROAD. FLOWW ............ P P 11 FLOW 0 IA XCAVATED SOIL. 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND CO�PACT THE EXCAVATED SOIL. 3. STAPLE FILTER MATERIAL TO STAKES 4. BACKFILL AND COMPACT THE E GRAVEL FILTER FENCE AND EXTEND IT INTO THE TRENCH. AND EXTEND IT INTO THE TRENCH. 50' OR GREATER AS REQUIRED > 7- 2"X4" WOOD STUD 25'R. HEIGHT OF FILTER HEIGHT OF FILTER OVERFLOW <; FABRIC 36!* MAX. FABRIC 36' MAX. z RUNOFF WATER DIMENT EXISTING PUBLIC WITH S z Ld 0 STRE OR ROAD SEDIMENT -- WIRE SCREEN 0 X CONSTRUCTION EXIT PAD RUNOFF WATER CURB INLET V) CONSISTING OF Z'-S' STONE uj WIRE INTO THE TRENCH W/O SEDIMENT z 0 WIRE POST V) FILTER FABRI 4. AVEL 5'R. NLET., SILT 2 ENCE DETAIL FILTER BARRIER DETAIL CURB I PROTECTION DETAIL PLAN VIEW ;,Z, N NOTES FOR FABRICATED FENCES CONSTRUCTIO 5. POSTS: 1.33 POUNDS PER LINEAR FOOT STEEL - STABILIZED CONSTRUCTION ENTRANCE- 1. WOVEN WIRE FENCE To BE FASTENED SECURELY T 4!' HARDWOOD -MIN. CB TO FENCE POSTS WITH WIRE TIES OR STAPLES. LENGTH 5'. DB AB" 2. FILTER CLOTH TO BE FASTENED SECURELY TO VAE3 \,A/:; WOVEN WIRE FENCE WITH TIES SPACED 6. FENCE: WOVEN WIRE, 14 GA. 6' MAX. MESH OPENING. 0 5 10 20 40 EVERY 2e AT TOP AND MID SECTION. 7. FILTER CLOTH: FILTER X, MIRAFI IOOX, STABILINKA Sheaf No.' of 3 FILTER CLOTH ADJOIN T14QN OR APPROVED, EQUAL. SCALE: 1'= 20' EACH OTHER THEY SHA 6' AND FOLDED. 8. PREFABRICATED 'UNIT: GEOFAB, ENVIROFENCE, OR APPROVED EQUAL. MED 4. MAINTENAN ANDMATERIAL REMOVED WHEN "BULGES" DEVELOP Copyright HBE Corporotion RIP- R L ICE A �Al VS. A.4,� NE AR ......... IN THE SILT FENCE. EROSION CONTROL PLAW Dots: FILE NAME: D.\363_/\Cl-2.DWG LATEST DATE: 09-19-96 -AT: 10:01 - . *11 ____________� I � I I ] � - ".. , ; I I 11 I ;�_j - I ,� . . I . . � . I � - I � I I I I . I I I �. . , : It ;1 I . I � . , � I �__ I I I I � I . I ; 1, � '' . 11 I .1 . I I .� " I I I � � : � t � � � I . � I f I � , - i I � . . . I 1. . I � I I . � .� I . I . I � , I I I � �., � I . I . - - -_ - I I I � . I I I I . . � I ; I . . I � - ��� __ ___ __ - -_ --- . . t I I I - I - . . I : I " ! : . . � . . msveu� sengum� . . I � . , , , , I � . I . . - . . . . . I I : , . � I I � . � . I � z � i . , - I . I I . I . � I . . . I . I I � I I I I � . . . . . I . � 1. I I I . I . . . I I I I � I - � I . I . � . . 6X6 W1.4 X W1.4 W.W.F. � . I , '4&_ �, , " I I 1. . I I . � �- :6 5 ;I, I I I 11Z EXPANSION I IT GE 1. I I lj,i . �, , , " �, , I .. � , . � . � �z � " , � . h I , -1 � - � I -cf JOINT - - - � I . le le . I , I I flftd , 5; , � ! . I I er � 1, __ er -I 1 1-cr . � 51-Er I fl- � . � . ltb 1r, 0 �- I 11 . . --& ----------- 0- - a- I I .1 11 1. EXISTING SITE CONDITIONS AND TOPOGRAPHY ARE SHOWN IN ACCORDANCE WITH A SITE SURVEY PREPARED I ,�i,l ,- I I � I I I'll . � I I 1 /Z. SLOPE ,GUTTER ACCORDING . � � I . I 1. . . I I � jv �:N �d � � I . 1/2�' - --w - .6 TO SITE GRADING PLAN I ., I BY THOMAS B. LINCOLN, LAND SURVEYOR; DATED NOVEMBER i, 1995 AND OTHER AVAILABLE I . � _ - . . � f,'� � � � I I -------- ft- TO SITE GRADING PLAN e CONC. qzoxiz LONG STEEL PIN I I . 2 9 ,� - . I I � . . K so- -61 , . ,- , I , . ,� . I . WALK ,,,.-I 1Z R. I I I ".. INFORMATION. . � � . I I . I .�. ,. . a *�,., 4 � : . I I I , 1 /2" R. 1, I F:r 1� I 9 A- - - . � I -, 1 , . � � I , .. - I -� . - fl I " �4 .: I .( . 7 I . . IN -31eO SLEEVE '(TYP.) 1 544I, � I .9 �i� . . I s�l . IF . . " � - I . , _: ..:r. . I I I I .... M #1108 - CHISELED SQUARE ON TOP OF CONCRETE CURB. BERKMAR DRIVE EXTENDED I , � 3A I * . , � ��; ,:1. �',. . I I : . . : .1 , . , . I . . . , I , - I d . - 5. '6 4 1 1 �1 , � � � . . I , ; . . - - . - - .. I ASPHAL11C CQNC. � I � I I I - � � w I , I . � . I � I I I . �,�, ��,', *, o I d I . 1 2. BENCHMARK: 0 7 1 ; . ASP I I .1 I '.,:. - I . :r�; VERTICAL DATUM ELEV. 536.17 BERKMAR DRIVE EXTENDED ARE 0.88 Fr. LOWER THAN NATIONAL GEODETIC I , . I , , I I . I '' 1, HALTIC CONC. . .... . . . - *. I I . I . 11 1. . - � t, I I 1 4� T6psoi T � . . / - '.. .. / �w. I*. .. � I . . ,. �� ;t.. - I I I L I - .?.. '.' . �! .1''.: '.' . . SEE SPEC'S.) . . I "I . .�: �. � I I I - * I � I . . . . I I... ;�i -. . -, *6 Z, . . . . - I I � : . ., SURVEY DATUM. � � - . '6�=' 5. - I I . I . . '. ID / , 'S.) . . . . . . ( I � � �1. . I I : . . - I - * I . I , . -, P , I . : I _ . . � I I � � , " " I I . I BY LANDSCAPERJ I .. .... .. - � . I , � . - � � I . I ��. *` . . . " I. , . I (SEE SPEC I . ,.1. .. ., . �. .. ... . , , - - 10 I . . Cpl. PRECAST CONCRETE WHEEL STOP- � �� : *: � 5 9.9 � . I �� . :.. "... . I 1Z R. I.- :. ... I . ., 1 /f R. � � . . : .. �., � : I . I I *,�, CAUTION: CHECK BENCHMARK AGAINST OTHER KNOWN ELEVATIONS TO ASSURE THAT FLOOR ELEVATIONS, � D I � , . . . I , -a * �� , � I - .. ( : . , I . . ,1 � . 1 8A .- � .. - i's % I I 1 � .... I .., � I . I RADES (INCLUDING INFORMATION OBTAINED FROM EXISTING RECORDS) ARE ALL ON I 1 41i " -, , -L: * � . � '5� :.. .. , . : I . . ". . * . � -er FROM CURB FACE I .1 . �, . . - I I I �,�, . . . I I.. ( , -� *. - . - . LOCATE 2' . i- . .. '59 * '. � :�� . .tt 1� p-11: 1 � ,", . . : . .. . , , . ; I .. . . I I f- � . ., - ,:�. �,.::, - �. I . - � r 17 I . . ..: �� � "�� .. . . z � � -1 t v .1' � � � . . . . . I.. .. : , ,.. . ;,, %._: -, :, .. . - . . I . I � I � I . 1� I , : ..... . - . - , .. * -: �, :: .11 �. ��: ... . .. . I... , . - .. . :; �� , , . .. I . THE SAME DATUM. CALL ARCHITECT IMMEDIATELY IF ANY DISCREPANCY IS DISCOVERED. USE CIRCUIT ,, . lug I I 1! . 1- � I . '. . I I I - - .% . ... . . . .� .. I I I 1, . I 1. �... . :_ - .* .. � ... .. . , .. . .. I . -5 � , 11. . I , �, . . . . ...... :. .,.,. , " . :_ �..' I �'C. ., I . . .1 1. �_. . , . 1. : . . . : 11 _ � I . I _2 . I 1. - - .1 .1 ;, . . I � ,,�, :' *. � , *,-,... . TO FRONT OF WHEEL STOP. .9 R . I : . . . .. � . ; . ,� " j .. -, � I � . 1. , I . CM, 4 K - i I I e . I - ... I ... � - .:..: �, ..'7 . METHOD IN CONSTRUCTION LEVELING TO CHECK FOR AND ELIMINATE ERRORS. LOCATE BUILDING CAREFULLY ON -, . I .. I I .4 , %* " . . . - - * - I " , I I... - ` " � '. . : I I ,. . I , E I 41 .! I I I � I . . I . * _\ � . .. .:- ." - *. .. :, . .''.: - : . - . .1 .1 � _ :-� � .. -fl6zll 9 - . I : , I . . I . 4! 7-- � ... .:. .., .1. ,.,: .*...: �-.. ... I .. . .'' . .. . : : : I � ��, . � . .1 ..'� �. �, - , ��,� ...,,:�, SITE. THE DIMENSIONS SHOWN ARE INTENDED TO PLACE THE BUILDING AT A CERTAIN LOCATION WITH ONE I � �.s 9 - s , I � I I I .. .... .,. ,., %, ... . .. ... .... I . .". ... .% .. 1 I � in . - � '. - 111. ,�: I . �, - ... �. .: F I - !". � ...�. .. , * I ...... I ..., . . ... ... .... . . . .. I I . - .. � : , , . �, ,. � 1, ,_0 '.. . 11 I:- I 4 L 13P fP � '5! . ,. � _ . I I I ., .. I .. . . ..,..,?. ....: I .... ... . . . " . , . :. . . , � , I , I I .. I SPECIFIC ORIENTATION. CALL ARCHITECT IF ANY UNCERTAINTY EXISTS. � � I x; .1 fl � 1��, I I I .. . :_ ... I 2 :: . , I . I , . . :. . � .� . I .1 . .1.1 '' :4 .1 . i., i I 1. . : :. I , , . '. , . ... . I .. . .. I � I— I .� 11 : , I LT ; , ; I I - r- -4� 1 . . I I � , I I I I . .. .".:.., . * . , ", , I . . . *. ... - :. .. . I � I I I ;_ . .1.i. � - � .11 . . . 1. I 1 -,4 3 E24, ...1 ,,� , � � ; I . ... � � I - I I I ... - .. . .. . I .. . I -1 ,� .: � . '-. _ -, . .. . . � � I., , , 1. I I..; � . I .1 9C � I � I I - . . % . . I I � f I . . . . F I I � . �. � ;:. . �.: �: ,::,.,. " I . . � . ,:, I I � - "" , I.. � I I ; I . '' � I � � w Ill � I 6., .. % , I I � .11 ,. " � i .. � . .. . , .� I . I - I I I '�' _` I I - . .1 I I I . . . . . . . . � � . . . � I I r : I— _ . I I . �, : ... . . I I ... . ., .. 3. SOIL BORING INFORMATION IS TAKEN FROM A REPORT PREPARED BY EARTH TECH, INC. DATED MAY 20, . � I It . I : I -1 . 11 I . I I . . 0% . . . . I � _�: � ,�:. �, I . , � 21", � I I . . � I I � . . . . I .-I, . � . I I . 1, 8 - . I . : I ,�:;, , ` .1 .. 1996. TEST BORING LOGS ARE BOUND AS AN APPENDIX TO THE SPECIFICATIONS. � . � 11 1 . I I .., . I i, , - - � � .. , . I . , - .1 �� . � . 4. � . �- ! I I � . � . I I I I I fy- . I . . . -6, (f 1. : a ,"i . �1.11.., .. - I - � � I � . I .1 � . � I " - ' -7V--- . I AN �' � " � . . w I I . � ,,,, � , , I , /I 11 . . . , . ".. I �. I . I I , . I 1, . I . � - GRANULAR BASE - - I �_ - GRANULAR BASE I . .. : . I b..� I . . . 1: " 4: �. 1 4. THE LOCATION OF EXISTING UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM - I . ',In,,, , � '� i �, 1. I I. . - . I " - I I 1�'. *, - �', ,-�,/ � ,�__.'. I I I � I I ; I - . .1 8 1 (SEE SPEC'S.) ..... 1-11 1. � - I 11"� �_� .:,- I I � I 1. " � I . � . � I . I I I . I (SEE SPEC'S.) < . �-. .1. I � AVAILABLE SURVEYS AND .RECORDS AND DO NOT NECESSARILY REFLECT THE ACTUAL EXISTENCE, NON-EXISTENCE, ; � 1, I e , � � . I I . ` I 1 .,. : " ., 11 � .6 . .. . , . � . I Z�11_ I � I . e . . I 1 I ..,:. .� :.�: � / SIZE, TYPE, NUMBER, OR LOCATION; THEREFORE, THESE LOCATIONS MUST BE CONSIDERED APPROXIMATE � 11, . . �1, "�� I I , � 11 I I . I 1. - , ''... .1 . � .. I I .1 � . � " ., �-. I � ,: " . � 1* I I . . PREPARED I . � I � .1 11 I �� ..,. , ONLY. I I 11 I ��, : , i, I , "*� PREPARED . . ,_� .: :.:.,., . . �. I I ,: I I . . - � , I I .� . I I � I L � 4 . . , 1. � :. _': I . I I : I . . � , � I ` I . : I � . � I -1- ,> ,�, -:1_11., THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN. THE CONTRACTOR S BE I � . . � � �_)�. , � %, . - . SUBGRADE I � I I I I � /. _ �:. I THERE MAY BE,OTHERS, HAL . I I I 1. � . I I I SUBGRADE � I . I I I I .... � . � ,. , ., - � . �g% I . �.� I . , , I I �� I .� - � � . � I . -1 � I I . � . � \ .".%: I RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION OF ALL UTILITIES SHOWN OR NOT SHOWN, AND SAID I .. I � � )� � , I I I I .; - 1_1_ I' _� I � . . . I . .1 . . I . ; 11. � � � I I , , . . I . _. I I . 01 - � � � �1'1 - ,,, I � I � I MONOLITHIC SECTION : I � I I . . I I . . I I I . I . I UTILITI�S SHALL BE LOCATED IN THE FIELD PRIOR TO ANY PROJECT CONSTRUCTION. I � � .111 � ,� I � , I � � . . � I . . .. . . MONOLITHIC SECTION 1: I � . I I I . . I � I � . �%,�. .. L � I � � � I I I . I I I I � � I . I 11 I ,;: : '. _- I - -,. . . .. I � I . , 11 . ., I I I I I I " I � I I I I I I ,� � � .. I . I I I ''I I I I I I . � I 1. .. ! �,'� . I . � 11 .1 I 1�1 1'., �, � � 1, � . .. . I I I . I I I . . I I . - I I I ' I . 1 I- I 1 5. EXCAVATE WITH EXTREME CAUTION TO AVOID DISTURBING UNDERGROUND UTILITIES THAT ARE TO REMAIN IN . �, � I . . � � I _", , � I I I I I I I . . . e q � . I I I I I I � . . � " 1` . . . L I . i I I I I , : . . I SERVICE. REPORT ANY CONFLICTS TO THE ARCHITECT IMMEDIATELY. 11 � I I I . 1, 11 L *_1 I "I .1 . � I 11 - WHEEL STOP 1, I I I. � 11 I I �, il .. 11 .,,` I � I - ! �' 11�� I '' � I , . CONCRETE � CURB AND GUTTER,'WITH WALK I I I I - I .1 � I "I , . �. IF I � . . I I � , I .11 . . I I � % � . : 9 4 I I . . , . . 2��11 � - -_ � I - , 1. PAINTED 6. SEE PLUMBING SHEETS FOR UTILITY WORK (STORM AND SANITARY SEWERS, WATER AND GAS) WITHIN THE I I. . I I . � I � � 1 . CONCRETE CURB AND GUTTER . CONCRETE . .-I'- .1'" 11 � �1 , I%, . , �., ; I I 11 L I � .1 � . f I � � . 11 � I I I . BUILDING AREA. I J �_ , " � �� I I I �� 1, -I,,. , ;_ - I . . . I I , I . I I . I I . . .. , , ." , V: I 1 - I � . I I . I I I . . � 1, I � . " . I . � � I I I . I � " � . I . .. . . . . I I . . ''.., r, I i" " . I , I .� . I �, . . I h I i I I 1. I , ��., I " � � - " I I I i I � I . o � ,I ,I, � � I , ' � . I 11 I � I I I 11 I � DIR I I I I . � ; ::� �,, 1, �., : 1-1 . . � FILL WITH JOINT -SEALER � PREMOLDED STRIP OF JOINT SEALER, I I I I I � .1 1, . � � .. .1 j � 1 7. SEE ELECTRICAL SHEETS FOR UTILITY WORK (ELECTRIC AND TELEPHONES) ON SITE AND WITHIN THE BUILDING . � I I � rl ", I � 1. I I I . . . - . - . . I I I ,�, . . I I . I . - . . . I "I v j . I . It .. . . I I WHEN SAWED- IF PREMoLDED STRIP I I I I I I I � � I . -R I I I I AREA. � I 11 I ; I - I . . I . I I � . I I � . : I I ; , . . � I . I � . . I I � � I I . ft,�. : 1. - I , , I - , I I IS USED A MIN. OF 11Z* SEALER SHALL I I I . . I �' . � . � - o. I . � , - . I .. . I . � I . I I - I . I � . �,,� I I �, - - � � . 1, . I I I . I � . . � � 1, - �", I . .� I 11 I I I BE PROVIDED. . . � � . .,. MM,w , I , .1 . I . � � I � I . I . I . , I , . . � I I I I � I .1 I . � 1. . I � . I I I 1 8. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WORK ADJACENT TO THE BUILDING AREA, SITE DIMENSIONS � � d I . - f' ; � !�� .: I � . I I I . I I � . I I I I I . . J NOT SHOWN, AND LOCATION OF EXPANSION AND CONTROL JOINTS IN NEW CONCRETE PADS AND SIDEWALKS. I ,"", I I � � I 11 � . . I . I . . I . I I � I— VARIES . - I I � I � I . I � I . - � � 11111a L w "' i . , , � . I . I I I . - Ir CONCRETE I- - I I . . . 1 zo I . I I '_ - N . � __ __ I . . I I � � �-,� I I I � , f 1. 't , � .1 . � , , I , . i I I . I . I I . 11 � I � . 11 ,in . 1. I � . - . I I . � ANNI& ,. .,�. - I I I � I I I : � ,�,`, .". � . . I . I I . . . ,,:� . � � 1 , ��. I . . I I � I ., I . , 10 . I * 24! I I . � I � I., -1� . . I � -11ZR. I . I I � , U ., , . . 11:�_ � , . � : , , . I Er .CLEAR CURB & GUTTER - . " . I I . , 0 10 __7 `_2 1 1" C . ' ------------ 11 1 .� I I NEW PVM`T. � I . 11 Ui �. . - 1 9. ALL TREES AND SHRUBS SHALL BE PROTECTED AND REMAIN IN PLACE UNLESS OTHERWISE NOTED OR SHOWN. - - , � I � �' ,.. � . K. . . � -1 � I I I :v � . - SHEET METAL I IT I I . : - " - '.. . '�' ;_-, ". � I., SEE PLAN . -1". . ., . 17.1 � I � . I .. . I", ... . 1;�.. . 'I-' " �... I . . "', , . . .;�... � � , - I 1 7-w4%% Z ' I � � I I , " '.. t�.* ... . . . I 1 0.090 THICKALUM. , I . 12'r - I 10. LANDSCAPING, INCLUDING PERMANENT SEEDING AND SOODING,,BY OWNER. � 11111of mmm I , � .., I . SLEEVE . 3 ff I � - . . I , . � �e_ I , ,_ � I . . , - I I I/ I - I. - I...:'...�. , 1.1-: 11 -1 1,1t��`., I . ..:: I I . I % . . I , � ,_ I .11 i . I . I � .. I I � � . I I ilt , � , . ..,+...,; ,.".Pvmlr. S - F`ACE" ''.- " `* ..t ". 2 PANEL W/ DARK BLUE � � I � I p� I . � . , . , I 1, I � . , : I . UR , !, . � . I I � . 1-1/Z*R. . ...., ��,t. I - . ` " I I "'' - , I : , I ". ... . � 4% I PROVIDE 127 LF. OF 4! OVC 1AWN IRRIGATION SLEEVE PLACED 2' BELOW FINAL GRADE AND EXTENDED I ,� . I- ..; .. ", -..i ! ;I.- `: - - � . . I I I I I I - 1� �' I I � � . 11. � � . � . ol ', . . - ol. . .1 - .:. �, '. , .;. .., . - I , I ... I I I � I . .. .. I . - -. " _0 , IL , - , � . � ., �: - co. : " I . I ��- .? ., - . . . .- - , - ; I I � I - I __L I �,. .`.,-,',.'-�,-: !.i'. � : ".� . D .1"`-_1..1.'.-; � I j . \ ///"" I .-', � . 1 -77,77-7. . . . - 41.1 , I I � . I . I . I 10 STANDARD 595A I W. BEYOND EDGE OF PAVING. .MARK ENDS WITH 2X2 WOOD STAKE. COORDINATE REQUIREMENTS AND � I I ,11.1, 17 1 1 . . 1. R. I .. I I I I . � li, - I- 1. . ' - I . � LOCATIONS OF SIFEVES WITH LANDSCAPER. FINAL QUANTITY TO BE ADJUSTED AS NECESSARY. .�,'�,,� � I , ��, 1. . , I I . . . - * I/ , , . . .. . . * , *'*' "I , . , . I � b I I I �� 1 R I BACKGROUND, & WHITE I I . I I I . �. .. - )�-- - - ` . ., . . . '. . . - ) . : I . . ., ., .. -.� - - - - : - - I . oy� I � I . ;_ , 1 , / , / , / k... � . � bl . 1 C\4 �' � . � . ... . - : . .o,F!5. . :- I... , ;". - � .P- I . . � * . 0.090 THICK 'ALUM. . , � Z =) I . �..,,�, � . � 11 . - -r- I . . .... I ... .. � - . H 1� . I PARKING REA ECTORIZED LETTERS. 11 MINIMUM I I . i-.�� , .. . � 11 I .. I . -� . , . .: - ------- �_ - , I NOTE: SYMBOL TO BE PAINTED . 12. NEW WATER SERVICE SHALL HAVE 3' MINIMUM COVER. EXISTING WATER LINES HAVE 3' MINIMUM COVER. A 11111111101 - e I I � 0 1 I., I : . ,k -----�- ..... -. - - ----r�- . . � .. . . � . . _. . r I , , .1 If) z , ; I I . . I L I � - 1-1, - "I . � . . . . . � � PANEL I � I - . . . . . . . . 0 � . 4 - . I , I . . ... . I . 49" 1 , , - . . . . . . .. . -A - - - i I -REFLECTIVE I . 10 1 % 1 . , . ,�,A_ , 11 . : I it . � � * . .., . A. . ... , - : " ..: ., . . . I I . . OW ,WITH WHITE NON I . I I Ir I'S � . � I .1 I . . . . . . . 1. .1 . I . ONLY , . iiiiiiiiiiiiia, � �f I I .. . . . .\.... :. � 1. . . . .. . . I , I I I it � � � '. I 11 �, I � I I I .1 I . ... . . . .:.. - . % .. . . . . . . .. '.. . . ._ ` ... I TRAFFIC PAINT. . � - __ -.,-- I - i /20 R. : STANDARD 595A 13. EXISTING CLEANOUTS, MANHOLES, CATCH BASINS, WATER VALVES, PULLBOXES, ETC., WHICH ARE TO REMAIN � "aw I ., 1, � . -, 4 I . . . . . :1 . � . 1: . '. . . . ., . : I . I - I I j . 4 M . . . . . I . . . /'.. - . . ... . .. . . . � . ; I I 1 I.., : � � � . - 'k - w 0 - -vo- - 7 e_ I . . . . I . .�. . Z!-=- - 0.090 T C . . PARKING AND ARE IN AREAS OF NEW CONSTRUCTION, SHALL BE ADJUSTED TO NEW GRADE. I . I I I " . .. I ", _ I .1 � � � 0 611�0 b I 0 0-01j,10 b 0 )W',)�Ow b'�,q - 0 . I . : � 1 � ' : ", � � 11�) � . I ) I i 0 1,11 , "o ,,O�tn00000-wo -0 1. 1: ��_ � I VAN PANEL W1 DARK BLUE REFLECTORIZED LEITERS, I ], �, �: 1 i I , , - I _n V ,r GRANUL I 1� LKANftH.E6AbjEj%10 a* I I ,� � . I 0, .! ca , , 1 I I - v ,j . " 1� I � � ACCESSIBLE 0 LY . 111111101111 � � -,,, j ow,jo 0 ,,:;, . v 11v0____.,_ __', -...,- 0 _0,� 1. 1 1 11 SOON" ;, .1 I % I---- ; I . . ) - C.. 9% __ ,�_ r, --------- . e- � I �. . HANDICAPP � -.1 - BACKGROUND, - SYMBOLS & BORDER. � 14. VERIFY IN FIELD, ALL INVERTS OF EXISTING STORM SEWERS AT CONNECTIONS WITH NEW SEWERS PRIOR TO '. .11 . � f, , � . . I I � . I .. � I I I I . I BEGINNING CONSTRUCTION OF UTILITIES. I � � : I ,,�. ; i � I I I . \ I I" H. WHITE LETTERS & . a � � . � I I I � . #4 DEFORMED DOWEL BAR � � I . `:;� 0 � � � 1, I ; . � I � � . � I .. max" . I I . � , 8 1� � i � 11 'O . - , � 1" EXPANSION JOINT I I 0 - . WHITE BORDER - z ZX2� ALUM. 15. THE CITY WILL INSTALL THE DOMESTIC WATER METER ONLY. THE SITE UTILITY CONTRACTOR WILL INSTALL THE Jf. . . I 2,V LONG 0 30' D.C. . � _*_ . z . Uj . , 3 � I I I � #6 SMOOTH DOWEL BAR . I I . [-6X6 W1.4 X W1.4 W.W.F. 6X6 W1.4 X W1.4 W.W.F. 'r X20 ALUM. w . 0) ,,� . , ,., I . 11 .. I �� ., . FILLER .L1 - L . q w q 2� DOMESTIC WATER SERVICE FROM THE EXISTING LATERAL TO THE BUILDING INCLUDING THE WATER I I � , , .1 � I �, � ., �� I . I If LONG 0 1 Er O.C. - 11T TO 1 l,r RADIUS � . � b . I I TUBE POST W/CAP . 1 1/ I � � L. ..i i � I I 0 . . L L I I I I 11Er TO lle RADIU � I 0� a , I I I � M25 - VAULT. THE SITE UTILITY CONTRACTOR IS RESPONSIBI F FOR REQUIRED FEES. � I ., I q ,�� � , I I I ONE END WRAPPED IN TAR . L CO�C. SLAB . . I � ,,,--I le PREMOLDEDF111 FR L _� - . 4 L I 11 , . I uj!r= : I �. LLL x mummm , �_ � : : I I � - . I-/ / 11 . S i I CUL 2n� I !�_ a. 5 I I I L I L "' � 11'1. I �, E PAPER, LUBRICATED, OR SLEEVED REINFORCING � � I � . . .: .. . "'. .:: .-. I I L I __ .1 I � , � I cy . � � . L . , �.. I - �' *L . I I" . - ... . I - - . .L'' , �� r", . � F .. . .. " . .. . . */.- .. . . 1�lt I I I I . I , � I I .::.. . : - . : Ij . . I 11 ... � , . I . I- , . . . , 'I., .. "... - - 16, THE SITE UTILITY CONTRACTOR WILL INSTALL THE Er FIRE SERVICE LINE INCLUDING -ME 'VALVES AND FIRE I . > .. . . I .. .. .. �' .1.. . -- / * 2 , .1 . I : - .. " . . - . - - '... - . .; ox 0 , 0 1 1. :�, I L W/1- CL. SPACE 0 END OF BAR TO WITH 6x6 W2.9xW2.9 WWF . L I ** : , ..* . xw :� W_ w I 0 L L 0 I . . . . 11 '. . Z "I' . , FINISHED GRADE I FINISHED GRADE - HYDRANT. THE CITY WILL DO.NO WORK TOWARDS THE INSTALLATION OF THE NEW FIRE HYDRANT. L, � " , I I . I --w"--w-, V - %. V 17 V .. . -t I I "', . . � ...# -- ow � . e": 1, . - . I .� Z ALLOW 1" OF UNOBSTRUCTED 11 I I � . . . '.... 0. . - - - T ,or . I I- !....'.Mt. ..,-!� %, . .:... ...:MI. .m. W.':" I / T /_ _;, � . I .. . 11% . , . , " I I I . I ....: ..,.."�:.. . , L � . L I �__ I , 1. LATERAL MOVEMENT. .1 ., I 11 I '. ....., . I . 1, .. . -'..I%.. .. '. I ... . '. 1, .. ...". _T L . I � ,�� . 1. I . . I I . I � � � � L I . I I 11 � .. .. _- . * . �%.. - ..*..,... , - * .. ". .... I - . I � I � ,L . I . % . .... ... . . .. . .. I � I I I J, 17. NEW SANITARY SEWER SHALL:BE TIED INTO EXISTING - LATERAL. VERIFY DEPTH AND LOCATION OF LATERAL I I " 11 I , I I � . � I � . . I � I I L 11 1. 11 L I �, 11 � - 11 � I I I I . . -1: L I , , L,' : I , " I � - " � ,, ", 1�� r , L� " I � 1 2' � , 11 _�, I L . 4_0 L L � M . PAVEMENT EXPANSION JOINT PAVEMENT CONTRACTION JOINT �L(C.j.) . ': � L I :1 11 , I , I 1;1 I ! : 11� I I I J 9* DIA. CONC.' BASE 1_� I I I L Er DIA. CONC. BASE PRIOR TO INSTALLATION OF ANY SANITARY LINES. . I � . 0 -.,. >. 0) C � - , I" I I L . . - . I I L 1-1 �� �. , "". . L I I � . L � .1 I I z z , Z,� i I I � . ', "i I . � - - - ------ -- I : - , � I � ,� 7 - ,� 11 . I - . I I I I I I I I �, I I � . . I I I I I I . � . I .1 ;1 I �i -, I—- 1, . %_ a a 0 f'; I L . - c I � , :, � " , � L. I I I I I � I . I I I L . ; ., , �. L. �', , I',, � I I . 2 M . . : �, . ,�� � ! I I I ,j � _ 1, 1. I %_ � I.- . 'THE CITY WILL P GAS SERVICE AT A COST OF: I i 1 2 � ,� � I . . .1 I -.A, ,� 'I- e "GRANULAR BASE (SEE SPECS.) , , � L . I 11 ,.118. ROVIDE � I � ." "I. L � I � I I I I � 7 "i I r . 1, I "; I �. .1 - I 7- . 1, I I 1 ,2 , 'L" 11 I �, � 1. � ,� . I I 'I'L . I � I I I ,,,, � . 1SYT 150 LF FREE -�_ , _` �1 LU � = I I . 1 3: ." . I t,� I , I �_ � b .1 I "., I � � I 0) 0 L " , %.� ,L - - . I .TYPICAL, -.PAVEMENT,.rAND,-,J0INT,,, DETAIL I'L - I , L L . I I , - - � � ��_. I- � I 11 I � I 11 L . , I I I ''I �.::,- . I . I - I . _ I LL " _� � � �� -. " �_ L' . 11 US L REMAINDER OF GAS LINE AT A COST OF $7.00/LF. L_ lj� IMM 11 , 1�i I . � L I I , , '': i . , � . , . L 1 I � , �L: _�,'.� � " I. I . I �' �, - '' - , �� -_ _�= I - I I �_ N .L OVIDE BITUMINO I - : . I . ,f . I .11 (3 : .1 L " I 1� I . . - ==.- I � I � I I I L I I." I k � ': - , , �4 ] I !. 1 PR� = w ,,� 1 I I I - I - . I L � ; �, , , , , � I ': I I I , . I , . 'I'll � t- I . . 'L 1� � __ I __ I .1 :; - � --- . - - I ��:_ 'L � OVIDE BITUMINOUS I . $20.00 CONNECTION FEE I I C r . � __ I p� 1 1 _ I I I " I I I I � � � � L a 11111mm 10^ I ,,, L L . I . I . . I L . 1. 1, L .1 " I U I PROTECTIVE COATING I I H I PROTECTIVE COATING - ___- THE SITE UTILITY CONTRACTOR IS RESPONSIBLE.FOR ALL FEES, �� 11 ,:, � I . 1V V Of 1. . , , . . � I 1 I I ,� � I I., * EXPANSION JOINT I CONTIROL JOINT . !L I . 0 . 1) � . L . _ I � � - I I � ,-�,:' � , I - � " � I . I ,!: I - I I I ON ALUM. TUBE EMBEDDED � ON ALUM. TUBE EMBEDDED I � '' I I I . . ''. � - , I I I "t, . � ,:"�� L , , � -i'L ' '� " I I LLOWS: (SE ). L 400101 1, , �� . � I I L 1. I . . , : � � . L IN CONC. I � to IN CONC. 4190101 . 0 1 i _: L � ;I - I � . I I , - I I I 'I., ; . I I - �, , . (EJ ON PLANS) 1, I (CJ ON PLANS) I , � , _ _ .. �� PARKING AREAS: I . L Im >11110111 I � I , I - I � I I � � 19. NEW ASPHALT PAVEMENT SHALL BE AS FO E SITE PLAN FOR LOCATION �, � " 4) I . . . I 11 I . . . SIDEWALK SECTION ", � ' ,!,� I L-_`LJ L - -1 t ASPHALTIC CONCRETE ON Er GRANULAR BASE. I = 11111011111111 " I. ��, i I I 1. 1.� 11-1. . SIDEWALK SECTION L " . . I r a L. 1�1;� � . L I . I . .1 I " . . I �� I L I DRIVES, -nc CONCRETE ON 6* GRANULAR BASE. . . L . w , I" �� 1�.. ] I . 11 . I 11 .1 I I I '� I I I HANDICAPPED SIGN- HANDICAPPED SIGN Z AsPHAL - I I mi I co - �,�, 1 ; : " , I � . I I L I � I I , . 1. , . I I I I .1 - - I "I I . . I - - ____ I I . . L I '" 'L��_ I , . � � I � - I ; I i I I 1, . . L' I 1-1 L I I . � - . ', 20. NEW CONCRETE PAVEMENT SHALL BE AS FOLLOWS: (SEE SITE PLAN FOR LOCATION). L �' I. I I., ��:,: > Om E 1',� ; .1 I I I L . " . L . . I - I . 11 I I I I . . . . - .1 I . I I . . !, , I �� '� . _ I I / L I I L NOTE: THE INTERNATIONAL SYMBOL OF ACCESS1131LITY SHALL BE THE STANDARD USED TO IDENTIFY 11 � L I . . � � . , I 1 : . �. L I � ;, ." � . I . I - I I L (D I ' '=Pmma t (D _. I .: v - Y X e DOWNSPOUT I . � - � - I . . .. A I __ ��11� . �_ 11 '' . . I FACILITIES THAT ARE ACCESSIBLE TO MID USABI E BY PHYSICALLY DISABLED PERSON AS SET FORTH 6' THICK W6X6-W2.9XW2.9 WIRE LWOVtN FABRIC ON e GRANULAR BASE. L . I L �, :,z 02 .0, 14.. '. I L I ! .i F . � �, . . - .. I - � IN THESE BUILDING STANDARDS. THE SYMBOL SPECIFIED ABOVE SHALL CONSIST SIDEWALKS: "! - � I I . I I . z I � I L I . I I - ,_�� ,7, _-, . I I � . .-.i1'*-,." 11 OF A WHITE FIGURE I I P_ , ',:'� I I , , . � . I L I e THICK W6X6-Wl.4XWI.4 WIRE WOVEN FABRIC ON 4!' GRANULAR RASE. � I " � I , . I � I � - , 11 - I ) . L I ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD I � 1. L . I I L w I . � 0 a a mubwm �� � I I 111. I_: 1 " 1 595a. . 11� I . I ., 1� . . .� ,,; � . ; - I - I . EZ I � � . Ili NEENAH FOUNDARY CAST IRON I T, L I . I . �� I "I 'Ll � I . LSAW-CUT EXISTING ASPHALT PAVEMENT WHERE REQUIRED TO PROVIDE A CLEAN EDGE FOR ABUTTING NEW � I . w - " � I � � I I I I _�'_' - N, L - , It . I � I 1, ,� ,, I v ,, 21. 1 < I < I I I I . � _:,"_:�i-,",:7;z� I ,-. 1, I _' ' I 11 - 1. . :3 I .� � I - q 1�_,, el,�\ . L :. L " L 1 , , � �' . I . I �_, I - , i' I � - . 1� j L -1 - I , � , - R-4927-A TYPE D or EQUAL I I , " - . I �Ij, I , . L I � `711 1 . � cn I I � 11.�'_ '_`�' I I 1; L I � ASPHALT PAVING AND PATCHING. .1 . � 1, 1; I I L 1 (9 L 1. � "I , I I X8 I I I .. I . : . I 1. . I r ,�,j I ,� 1�1 . . '' I . W6 .5 STEEL POST OR . 1 L � . . .1 � I . . I � I I I ."a ;,. , \1 i� :�-�- I :�: I � - AMA -1 I r 7i, r, . - I I . L I 1� I " . 111- . I . . I .- I . I- 0 .. .1 I . � I r � , . 8"xd' ROUGH WOOD 22. EXISTING SIDEWALK, CURB, GUrtER, AND,PAVEMENT D GED DURING CONSTRUCTION AND NOTSHOWN AS I I I I � . s . , ?; - . NEW GRADE � 11 I - - I LL 'L I . Efj. - . . L L �, i "' I I . � I . I I , " ""I j � ' ' * . AT 6'-:f O.C. I - I � , li � � 11 . M 6 � , - I - ,01 I . /,--COMPACT FULL DEPTH WHEN 11 � � 11 I .1 I L ��_ . . I '"'L . I 1. . 1, j � I WYE PLUG OR CAP I =) , , ____ I I �� - L TEE I . \ �!, 1� _,4,� " � 1 5 1. I ', "'! , I ! . 0 - \\\- il - 2�: . I � I �: I w I - �1 � 6,A, . � � - � I I I . I E! � . - F --- - 7 LINE OF ACTUAL EXCAVATION "I . , i I . . � * 5 -1 __,� �,//, I I . (95% STD. PROCTOR; UPPER 9" - I I . EROSION CONTROL NOTES I I I . . . � 1111111 W) : I : I L , L ��, I NOTE: CONTRACTOR TO PROVIDE " ft I I . I I I L I I � - SHORING & BRACING AS REQUIRED I 11 TO BE SELECT FILL OR MODIFIED L I � I "I I I - 1�! , .�:',�, I cl I . T-4 , 0 L � � I � I .' �: ?= 11 I I � L � . SUBGRADE AND COHPACTED TO I I I I 1 . PROVIDE AND MAINTAIN SEDIMENT CONTROL BARRIERS T INSURE NO RUN-OFF OF SEDIMENT INTO DRAINAGE I I -CO. � - � _� ' �c I FOR SAFETY & CONSTRUCTION \�i\ I IL � I . . I - . L I \ I 11 11 - I _ I I , I I � Ill 9 Tz 98% STD. PROCTOR'DENSITY) ;�'� L L ! � � - NEW'e PVC PIPE \ "I �'., � . -:, � 11 I STRUCTURES OR FROM SITE. SITE PLAN SHOWS MINIMUM SUGGESTED LOCATIONS. ADD ADDITIONAL CONTROL 1. , i I I L ,_ 11 I :! 'I, - - . I ' y I (I / I . ; - AS NECESSARY. SITE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE MID EFFECTIVENESS RESULTING FROM I ,� I � . ! LL L I � 1, - I . I D 6 AND FITTINGS I � w 4!* IMIN. (TYP.) ' CAREFULLY PLACE & COMPACT I I . I . L IMPROPER SEDIMENT CONTROL i if i_ L . � I I t - M � I ------ - . .0 A . I � . . I '. 11 I I - . .. L��_��//// �� L .1 \ J-",,O/ I N - Uj I I 11, STEEL "W* I .1 , I . . I ., - * � I SELECTED EARTH 13ACKFILL IN Er L I I _.� I !, I � , . L . 1.1� - . , A-1, I � !� , \ I I _, r 1,� '��l I . I .1 . �� �zf 1 L;' L I .., - jj� � i I - ) LAYERS. (95% SM. PROCTOR). � ,, 2. SEDIMENT CONTROL METHODS SHALL BE STRAW BALES, SILT FENCE OR APPROVED ALTERNATE. . �11X �, *.' �* - .BERM SHOULDER AT I I I . "�.. I . Id ., SECTION, I I I � . : I . ,�` I - 2 �.,, I . I � ,...:. . N _� . cn I D/4 1, I ,� I .1 . . . �, , I I 1 7::� - __ /, L , I I . I �W� 12 GUAGE- -, I . . � __� / -.11 11 � � - z, I . ... L _����� . I __ 171:-- - I . V) I I � . ./, r - BACK OFCURB L "L �, 3. PROVIDE ROCK CONSTRUCTION ENTRANCE (50' MINIMUM LENGTH) AT ANY LOCATION WHERE CONSTRUCTION � L . I . . � . L I I . � 11 I . I e /I '1� FACE OF STEEL I I . L I ,, �, I L � I ; _�: I - - � I � � I �, 11 ,� " - ':L, I -1 . % I � ", . I I " , I I � 1, - I _�;_ I . I � I � � . 1 . A- , I I �n I . .� - .11 I I I TRAFFIC EWERS THE SITE. I i . . . - � " - I I L I - , � I , . - I .1 IPE BARREL - I r TI ' I -1 . L : I . I 'i � - L WIMMMIN . XPANSIO[N � �\ r 1- 7 WA � ��:/,�/� � 1� .... I y � w . - 11 j ( - I -1 T__ I I � 11t3i . f 9P : , � , . � 'L I L I I I I 11 3 1 I , IDE OF 0 - - I I N I FLUSH W/ BACK � I �, - 1'r ', I I . I . �� I I � I -1 I . I �,__ � - I . TO STORM SEWER 11 y OR WASHED RIVER SAND NE OF EXCAVATION I 1 L GENERAL WATER ,& SEWER CONDF IONS 11 . I I �� .1 L " I I . . I - - I I - , � I ., � - I � ' I I 7_'� . I . I I .1 . I L I I I I . . , 1, __111_1 5 I 11:1 '' I � , I I - - - . I I L , 1, _. - L L I I I'll -_ I .. I I % I 1. WORK SHALL BE SUBJECT TOANSPECTION BY ALBEMARLE COUNTY 'SERVICE AUTHORITY INSPECT , DRS. ��THE . I I 1 2 .. . 11, . .. . I I 1. , - I I . 11 . � . : " BEND . TEE ". NOTE: EXCAVATED TRENCH SHALL BE MAINTAINED , - - I " \ - - I " I I . I L I C3 L I I I It . . I t L . I FREE FROM WATER, DEBRIS & EXCESS EARTH. 1. , ,,, . � � 1. . I I.'' - .. .1. .. CONTRACTOR WILL BE RESPONSID F FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF I 11 . I I . . 11 lj . I . 1, I . 'M I 1� I I - I - - �4 * -�:*� I : . . I I I I I I , I . - � L I 11 71 1 I- -,�'..::-, I . I � I , - , I � I . I L . 1. -1, I I 11 - - " - . I THE WORK. � I I ,� . L . I �Ll . I .� " - . .1 � I 13WING AREA OF THRUST BLOCKS IN SO. FT. . L AT r . � 1, . I � Il- = ,_',��*',:,: �'::":�:`� �,�:; "' �D ,,, ., L 1.� I 1. , I L, 1- I IL . I . � I � I I �, � - If I" � I . ,:"--`.`, ::�``4,-;1_%' 1 1 1 1 . .1 , I � L . 11, I L, r., H TT , ..RAnF TYPICAI 'PIPF RFDOING . : .; ., - .., .1. - s:... �4 ;-, I IL 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY I . . L I w .11 J � I � FR/nnwNqpnt]T nFTAv I � . L FITTING SIZE TEE,WYE, PLUG OR CAP CROSS TEE ON UN 49 BEND I . . I I I 22.5r BEND 1 1.'251 BEND I - . .A-1 A-2 e . 1.0 1.4 1.9 1,4 1.0 (r 2.1 3.0 4.3 3.0 1.6 1.0 9* 3.8 5.3 7.6 . 5.4 2.9 1.5 1.0 1 01 5.9 1 8.4 11.8 8.4 1 4.6 1 2.4 1 1.2 1z 1 8.5 1 12.0 - 17.0 1 12.01 6.6 1 3.4 1 1.7 1 I ,; - I . I . I . L I I I L I .. . k .. - L � I � - � I . I I I . I . . - 11 I . I I I I I , , I I ..'.!*. , 1 , . - 1�� I - � . - I I - . . L " , I I I - . ...- C�.-t�-9:4.-�: � WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON I el I " * , - . . - jr L - I ��'. 11 , , - , _'11 � � I , . - � __ I i I I . - 11 . ' L I �� , HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. I cn - i, , 11 � . I �. i . I . . . !I, I 11 - L I � I I L I I L I I w . I 'L 1: I�L, I L . I - I .1 . ; , . ; ,. I I L I .. . 1� - I : -1 I , - -1 ... H. Z I � 11 . . I . 1. L, .L . . �. I . � I � �L . I 11. - 1 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION . , L L . 4i�l I 1. .. I 11 11 I 11 I I . . I , ,� . I � I I . I I � L I I L , 0 1! I � I I . . I FIRE HYDRANT � I � ': z L I I . SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 20, 1983, L -- I " I., I I I I I I I I I I L I , I I ." t - � I � ::I ., , I I I � . I . L 2- 2.6' OUT LE7 � 'I., I I � . , I -,S-:� . � . 'L I I - . I I I � I I AMENDED JULY 1, 1989. 1 1 U 53 . " �� L I . - I � � �, I I I I �q - I - L � � � I � I I I I . , L � . L � . I I � i ,,, . �� . I �; L I L , I L I I I ' � I �, - ' . . ,_�� 11 . I I I L I I I I I & 1- 4.5r OUTLET --------,,,,. I . " . �.� I 11 ,, �, � 'L, 11 I I I I . I , L. al �! I , � I I ., �L � 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. I , I I I . I L I . � I I , . I r, - I - 1, - � I � I L I 1. I . � - I , I ", I I , i , �;� PC-, " . I .1 I .L .1 I L I . �, ", , ; L . " L �� . ; . I i I I I - - . I I , , I I I - L . � I I . L ;:I. - L I I 11 I I I , . I L - . * I I : 1 . � ffQ , .9 I I � . L , I I I . I . L � . � � . I 1. I . I . I I � I L' I � I L I I I I L I I I � I 11, I � I L I L 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (180). . , 1 I I . __� , - � I I . I � I d . � � . .1 c 11 I 0 1 4- ; �� ,:. I I 1 ; : I I . I . L .; � .�;:_5 . I j I . I I I . 11 1. I L ; ,: .111, I I I ,� 0 . . 1. ,�. . � I I . I I 1. L '�L 1 I I I AS REQUIRED BY I . L L 6. ALL WATER AND SEVIER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF I 0 _ 1 . ,� I ' . . .. . I I � 1;:::4 1 1 ' I I � . r_4 i I L . . � � - , L i I � VALVE BOX & RISER - L . LOCAL FIRE _--ji . I � I I., � . � L PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES�, SERVICE LATERALS AND I � : , I -i-� 1'rj LU , I '�� I I 1. . I � ! . . . SEE SPECS. I � , MARSHALL 4 . .. . NOTES: WAIERLINLS. ETC, I . . I C-) M . ", 6 1 n � . � I I I I I I : 1 6 . I .1 . � . I t 1� � I I I i . ;:j .�'j x I- : '':1 I . I I I I %: I � I I 1 6 � NOTE: 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST I � � I . � I 6 . I . � I I X-4 F=, '6 . I �. , I I . '�, . �� . . 7. 20' WIDE EASEMENTS, CENTERED.ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE 1 6 � . 6 � I 1. . � . �� 11 I . I I ��, 1! I,. _. . 1. POSTS AND BLOCKS SHALL BE NOMINAL Erxd* , . . � I I I _4__� 8 , . �1, 16 , � I . I. - . q 6 6 UNDISTURBED EARTH. I . I 1� I __ .- n . _ I I 1� . . I I . I 1 6 1 ALBEMARLE COUNTY SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT-OF-WAY OR . I I I . � 6; ; . I .. I � . I I . I . 6 11 I 1k) � -1 � I . I ''. . . ROUGH WOOD, (OIR W6x8.5 STEEL) PRESSURE 6 1 6 AN ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A UTILITY I 1 6 611. - 11 1 6 . . .f " , . I r -� \\ I I 1 C/2 r P4 - ,., I I � I %::i � I I 1 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. � i f I � I I � . I ,. I I I 1= I : t I I . I . 'If . Z, � I 1 6 11 I . 6 6 TREATED AND UNPAINTED. I EASEMENT. . � . I �, I - I I 1: :1 I I I I . , I . . . . : I I I I 1 3. IF NOT SHOWN ON PLANS, REQUIRED BEARING AREAS 1 6 1. -------"- 1, I I � �. I - � � .. . I I � " . I 1, 1 6 1 . I I I . I . "6 61 . C-) W I -at I I I �, I � I - HYDRANT EXTENSION 1. I 1� I I I �, 1 6., - I I i . � . 6 1 1 � 1 6 1 , I � I .� 11 � 6 1 1 -8. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR Er SEPARATION WHEN I -ml . I � AT FITTINGS SHALL BE AS INDICATED BY CHART ABOVE. - � I I 1 61 11 . V., 1, I � � 1 61 16 1 � 1 16 . I . LENGTH - Er MINIMUM � I I I - . 6 1 1� � �' , , I " " I . 6 11 .1'', -11 � 11 I I I I � I- 6 1 1 1 � , 6 1 4 t`�� � ... -CEL PIPE INSULATION IN 3*X4' SHEETS As 6 � I . .� I 1 6 . � I - 11 11, "I 1_ � �, WATERLINE IS INSULATED. ,�, I . , I I � �, . I I I . , ,� � , ''� USE.1/t THICK THERMA I . I I . .� 11 ; 18" MAXIMUM I � I I 1. . � !�� "', , , ,,�, , �� , MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMAkRLE COUNTY SERVICE AUTHORITY. r . 1, I I � 6 � : ; . 6 1 � , I � 6 1 . 11 , 2. ALL GUARD RAOL PLATE, FITTINGS, HARDWARE, ,:�,_ -�11111'11"` `;� .." � , . : � 6 6 � � I I 1 .6'. � I . I I �; ,� . I I I I � I . 6 1 � ,,, " , ; ,t, j � " I � I y, � I I - i - . 6 ,I , , ;. i� �,, ,� "I . . . 11 I I . . : � 6, . "I 1� , _: I ' ETC. SHALL BE GALVANIZED. � I , _'�,_"", ; '. .$ . I 1 6 6 1 1 6 1 � 1 I , 11 I , " 1 6 1 _1 � _ , INSULATION TO EXTEND 5' BEYOND: CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF . I 0440 I I 1 I I . . I I 1 6 . , I , � I "I I . I 6 . . � 11 -11 I 1 6 ;. I � I I .1 I � , � 16 1 1 z, �, I . h., : . I . I � I . . " 4' THRUST BLOCK DETAIL I 1 6 1. 1 6 ,. 11 "I' I "� 6" � 1, 1 ;,6., ! It ;CULVERT WHEN PARALLEL. I 11 � , . I 1, i, I . I 11", 6; 1� I I - - , � ; t - 6 1 � . . I , � I I . I I . I 1 6 � � _� � I .1 � . �V, ��:a t I 11 . . .�'! � � - I . 1 6� . I . I I I . 1 ,4, r, I - - ��l ,i,,?, - .. i � . ''I � ,� I . . 6 I . 6, � I � I - 7�r �, I 1, . I I .11 . 6 . I I I I i � w I : I I - I i I I I . .� I . I � I 9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO li, , :5 + a , I : .: . � � . 1. I I , � ; � I . , � . � . � . I I . I . I GUARD RAIL " 61 .61 ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A I -3/4! HOI F TAPPED INTO THE CENTER OF THE n�, -�, P� <0 .�w ; .'111 I I 11 6 1 � I �� ; 1 . I - . I 11 I � I I I I . - . - z:� �', 4.) , 'k 'ex , 6 . I I. . �, § , 61 GATE VALVE -, �, 6 � .'. LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE, BOX PRIOR TO ,,� .1 .11 I I I : I .. . � I , �', I , c- -vLr � , _�, � I I 1, 1� � I r �_, A , " � I - � � I 17- I I I I � I I I . 1, I METER INSTALLATION. i . .,�. 6 A t'�j .11 . 11, " I IM I I � . � . � . ' - I % I _� . 10 . ,,,f 11 4 1111p � � " � � i. 6� 10 . . � I I I 11, 1� 'CONCRETE THRUST " ,. I I I I . � "; _� li: I I -It I .i .12P 1 � , - I I I r 4 , :,� 1 6 : , I . I . . :6 � . .1 ; I .1 I'll, e . I I " I I 11 4, 1 1 1-1 . I � , co I � . . - - , I I I 1 C14 , . 1 6 � .,� � , . I I I . � I BLOCK 4 SACK MIX <�t . ) ',c). 16 , -,.- 1 6 I " , � 11 . LO . I 1� I - . 1, . � .11, . I I I CATED OUTSIDE OF ROADSIDE DITCHES, :!�, �,:_ . 41 ,� . . �, .. I . : . '. I ,.,. r , - I - , .1 1. 6 6 1 � . � � � _ ,_ 6 I " .1 ',�, 1 I... 1 6 , .1 I . I .. MAIN RUN X 8* TEE �" 4 ;� � � � I , . 4� , � - �0 6 ; . Iz � I ,� I I - � , �-::::, ,,& . I I I � , . I I I - '' I - I " . -11 - I ' ' . I- I 1?':" 6 1 :, �, . . I . , � , � . I , . , I . - . �, I I - "' �'�;' ' q I � .7- � 4 1 1 1 1 1 . - 11, I 1� I . .f7 1.� i I I . ,� . : �4 �?� � . 16 . I . ,I . I 1_1� .1 �Ij I �", �_ I I I � , I I I I 1 61 11. 'ON, IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER � -1. , - . I ;, c-, U I i I " . : � . 0 - , i I I 1 6 1 1 � 6 1 1 11. CERTIFICATION THAT 957. CO � . .1, .; j ,'', .,� . Z ,� . :n , ., 1, I I I ,�, MPACT� � �� .�r �, - _'14 � I . _. ! I I . I . I � 11 6 . � �, ", - - � : , I � 1, . I I I 1. 6 E-14 I : �� "I 1, , . . � � .. I , 11� I I � " . I . . � I � "I Iry I. , .. - 11 I I . .... ., . . - , I 1 -6 " 4 11 �, I - I I , , I I AND SEWER LINES MID APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL . lltl v ,p �_o I I � � : , 6 �., - I I I �, , , A . I I -1 , I I - , ,� I � I , I , , 4^ �t ., , , I " I I .. . , I , I , � 6 �� I . ,� 1 6 ,� 't% I : 4,pf , �_: . , , . I I I . 11 C) I � I � , 6 . t . - % . :... ... I I �� ,, tl':�, � :, I I 1: � . I � I . �, .. .. ,� , . � ", " - I I , . - I i, I 11 I � bl -V-V- 1. i , .() ; �:, I �� . .,. I , . . . " 1. , � , , . TIFICATION APPLIES TO. � , , - I I�� . I \\. -. -, .. A '' .. *.*:1-., , * �. . 1, . �, I'll '1.1! I", ,� t 116 1 :�,� � ,,, � � � I GEOLOGIST. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CER ,O 0 0 i � I I I , '' . . � _ - ': I I . I � 1; ��, I - � � I I I ,� � I., I I 'O I � - . . .� . ".. . �. . /I I ., I I . %. I , I I I , ,. . 4, I . 1 6 J�t�A 11 I " ., I .� , , : I I . __! I I I �, � � . I - . I I . .:* . -, I I �, , , : 11 " ., " i " 4 4) I - I I . : , , ..'.-�,.1':,.,. ."'.., . " I ,_ I � 6. 6 e , , k 0 1 1 I � I I I I I r '. ..* . . � 1171-11 � %, - 1 6 � i ,� ��' ':�, 1�� _ " " , 12. VALVES ON DEADEND LINES SHALLIBE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A P4 -,�,, � 1, . I I I / 1 *"* , �, -, - 0 Ofo 6 1 . .., . .* ..--:',*, I t" . �:,i; � 7 - " 6 11 -a � I � () , r ' I I I I � . �. I �', 6 . - - .. ..,..,--.,: , � _�;i 1".. I � I . . � 1. � i, I - I � � 6, 4 1 � 6 . 6 1 . .. .. I. - :�*, .1 .. . . .: ", 1 6 � � 1. FUTURE EXTENSION OF THE LINE ,,,'� :q 6 _,� - -1 , � . . � . V. � , � I I , I �! 1 1 1 6 : , 11 . 1 6 - 6 � .1 I ,��J,:��, 1''. , " . . I _�, I '' I 2 7;�,'�`�� �_, I ��,.,_, __ 1, 6 . I - � 1 - I I . - 1. k: . : - . I '.. , - 6 11 11 _. � . - - --,-, 1. I �� i I , I I , I , .! .... � .6 1 . , . :, " I � . 1 6 1 6'' ,�-i: . �_� � I 0) . 11" 61 , � 1, I � .LH I I I . I I I .1 I � 6 � -,: -, I � . I 1 6. 1 . - . z 11 .:... :.. � * , , " . , I I I ,."" �F , �� - . , I I 1. ��,�, ,, , 1 , . I I I �� " , , . _� .. , , ,, ,�, 6 ,� I.. I v - 6 �z w , I . I I I , I I *- - ..4. .. . . 1 1_6 6 1 1 1 -:, � , � � I 1, I ..:. .., �: I . - I �, r I , ""', �, I I I � , ,; ;: , , , , I .1 6 . . .. . - : '. � � �: . 1. 6 1 , , I � I , . , r ;, 1� 1. � . , .: . � ;j � '�_w , - � I'll I � 1 6" � . . . 11 ." , * . . , .:. : I t' � � 0 -c , i -, 14 - . - , I � " �, ,� � 6 , - . , .... , . - . - *.., I . -:. I I � 6- 1 1 � 1. .1 I . ,, " 1 .6 6 , 9 - � � - . .11 �: . I I . : � f Er 2" e :, I � - :: I . � . 11 6 . � � I I I I 1 6 & I I . _ . . . . ... 1. k ! - � I ,�� �, I - , ,4�, I . ,I � , . ,,��, ,,, L I �' I N I Ae 1. - I /1, .. ._... .. � ,", % , , �__ se nw-nic lor)kl Dior I- �. I I 11 � I I I I 'I '�'_ 1 -5 . = - I I I � i a ii, , , , . - --d Li - ______ 06 __ , 0 __�_ �. - �__.Iim� _�_ __� EXISTING. GRADE , , ,,, to - - , -`-, 8 , I I I - I I (3. ;;7- ,,, 6 I ____ . - () . (n � I I d ---..V" I _. /I**"- I - - 1, . ." - I co . 0I I � I L L 6 __�,_Ej ___z 6 ___� .... - 0 L ____ - � - if ,/ - ____ I'- . � Q a- - 11 � � Z?-- � ___11 U , I >1� _,____9 530 M - _� i-- ___ L NEW GRADE _________1 z L ; M ip ,/ t --- � , z � I-,- '4,,� _`1 530 - __ __ ___ - I �% ___� I . ( -�_ ; - __ � .- ,�_ � I _____ . . ___ � 1" - - ,--� . IW.=526.00 7__�N . - - -,- _ ____ __ I L . . ___ I- \1� -1 L_�_ I I I I _,,-`0 f - . I 1 525 I I 1 . 1, . I � �� � . . � ____ - 525 , 1 I \-INV.=525.90 I- I V=�� � . I . I . I I .. I - - \'INV-=524.45 m� 11 - I � I I - \--4NV.=522.95 � - ___________� A � . I I , -1 . . . 1�1 1 520 , I . I I . I . r � I L -_ '. k] INV.=-521.5O*--/ L I 520 ... . ', . 5' OF 9 SAN.=;]=, I � 75' OF 6� SAN. . I - I I - I SANITARY I . I . L I - 75' OF 6' SAN. . - � I � -_ 75'± OF W SAN. . I - I I I �! ,, I - L I ' , ,L I . I I SEWER PROFILE I I L .&M . I I � 0 0 _�[ I � . i . '2 I I L i . ; . 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I CAST IRON COVER � 7 .1 I I I I � :1 ,� v . C-4 01 I � 11 . ;V,P - 1. I , - L � I WADE-6004-Z � I . I � 't -� " 11, . � � � . . I I . I . SCALE: I I I I I , - � 0� - 0, �-: -, , I . . I .. I I � I . 1 * = 5' VERT. '�. I I � �__ , I . \X/�/ I . I I 1� I L I I . 4 !. �j 0 f ',�, ( . � ,� I I I . � . - I I - < - 11 L . I I I I . . ,� --A - � I �) (0 f LO I j I I 1, I . . .1 � .. L d , � lw .., I .cv-), , -0 - �. 'i I I NEENAH R1737 SOLID , I ". /Z I FINISHED GRADE I 11 � . 1. I I L - . " � . I I I I W1 I 'F------ I I \�__ B . I A 11 �� I -1 I I ."", - I � L 11 . I L I . %>) I in � � - I .- � �1 � � rnkfr1prrs: TOP LID AND FRAME OR EQUAL L % t U_ N : I � W_ ty I . INV= - A. / I AREA OF I - ". . 4 5" L . . � I . L . I I � I - - I 11 � I F =1 I . I ILI I I L Ifl q I I'll" . I CIRCUMFERENTIAL 1 .. 1-7- I - I I I L . n I L I I 1 . � 1. � -.:: .. - . ..I 7� ___ J... . . :* " . - .... __ . WNWER L)" . STEEL = .12IN! / LIN. Fr7---,, � �.� . ... . � . L. 9 1 1 'MANHOLE BASE PLAN . AR . EA OF , �, - 1 1. I . � , . . ,� ; I : I I � -11 , I -A L 1 3/4!' CEMENT * - � I 6**4 --t I PRECAST RISER . CIRCUMFERENTIAL , L ' L I I I � I . I 1z �_� . < � � MORTAR!!�� '-__';;::�--;III � -, . ... & aw : I . ` *. .. Ir SECTION --- - - I - STEEL - .12IN! /LIN, FT. :� L , I . I . COMPACTED SELECTED � �'L I _ ! . I . L i - CN14 . 2" DIA. HOI ES FOR NO. 5- 1 Ir DOWELS �? L' I I . . � I 7 r I 11, 'L I - , . � . . L . CONCRETE ....... . , .. - ' '' I -SEE SITE PLAN FOR . - - I H SIDE DROP PIPE. DOWELS EAC ' TO BE z . ( !� 0 . --I EARTH BACKFILL ______-� I I � � I 11 . . WALLS L���� . - . .... �� PIPE INVERTS AND 11 ___ GROUTED & OBTAINED FINAL SET PRIOR U_ F= e DIA. PIPE I .., . =_ - . I I . 1. . - ... GASKET JOINT . ORIENTATION. TO POURING OUTSIDE DROP. 0 < > I F I ., I r I . I � . � L � I - I I = : .. .. . � .. .- ...., . . . _t;N � e I - E . I =�T 42* � . I . w -6 z 16 GRANULAR L . G L BEDDIN - i ; I ' L L L I I : ; � f . (3 . - -.�:. //_ � . .. I , � . LATERALY ltC-C & . , " - - - I I � . I--, L 1 lir BEND I . I I � I I I ' - � � z I I . ... f ( M I UNIFORMLY SPACED 1?1 - .. . - 1:: � - \ � ::,:. . ,I I � I L . I I I I I . 1. - L �) � ...., 1. . . I (( ���4 I I 0 MAX, 122" C-C - - - - -- < 1� - ir . . - 4:Z' � . .''. I 1. I . L I . : .1 . .:.*.. ... . .- *.- C�O�N .. ,. . .. -JUN ... .. e Y . � : . I .: I I , .L:�: L ,� . * I I ,� , , I I --- I , I ; . . . I , I I I CA . . - F7�_ . I .... . : . - I _j a I 01 I PRECAST MANHOLE _____ _. in i . ! .. I . . .. : :. 1. I 'L. I........ . _ �'_� . I - - =� LL .; ...:: .. . . . . . . .: . . I -1: LLL .1. :..�� I � � : �.':. I : �:� I , _ �.:;.. . L�, L 1, :: I I - � . .. � I . . , . BASE 0-11 I I . : - . V., - .. I . .. ., - . i . . �_ I r , � . L MIN. I � 2 , L . SEWER I ; *�:: . . . . I . :.;.. I ...." � . . . ... . L ! . � I 11 - . "I � I I ................ I - I . � ,74_�-77.,7t_*� I . .. . L:;::'.L. - .::: i:- ..:���'. �:j .:: �'.*. '� , �:� ��: �L� �,:: �,:; I 1. I , - - I - I � I - - ; L ' i / ;;;i� 01111A L I 111�� . . . I I . .... I .. I � . .. . :. I � :: L: . ::: . r - . .. 1. I I ":: �.!:: � . U NE OF ACTUAL --.-,.,, NLL ,:::�:!.�- :�:�:: ��*,� , : ::..,: . � . I A P17A - � I I I I . I I - � � i I go MODIFIED SUBGRADE COMPACTED/ CONCRETE BASE I L � I I !, ...- . . .- - -ruc, um cnD nirr nrin,in oioc- L nr . .. .. * - - _!�L . . . - . _ , I ./� fl --I- � rri I 9 .,;- I I I . I I I - B EXCAVA11ON I A . aw - I _--AN*- L I _I I I' L . FINISHED FLOOR = 529.00 - 525 1 - to 1 . a � - Z I ei 7 I 1 . � - - - - - 11 I- - - -------- '� '11\10 -NEW-GRADE- - ---) - j ____ � 4-- 2 __ ___ I I 1 , �. " , I � _ 525 - 9 5 - Im I - - - - � __ � EXISTING GRADE 7 11 ------------ - _� LLF=:�'__�---- - �, __ _::-_--_�-- - 1 1 -6- z: I I . I � �, 520 ------ - _____ I I �- I I 1 4" STORM e STOqM I- INV.--5-22,-3+-INV'.-=5�71-.63-0- =��� - 1 ''. � ,._� 1 � �'_ � I - 1. �26 �, :, � 1 . i ---� - - + I . I I . I 0 . � ._: � 11 � I � , I . 1 15 - in - _� I--- - - - If . 0) - - t1i __ � -- 1T STORM INV�=54-7_7 I 1 in 1. 11 . . I __ . 2 I I � � I 1 515 1 ,�, 74, - �� 1, ep ,i,- . , �, ') � , , I , _L � , q. : .1 I I I t., <,; " I %1, '. 1, ' � I . . 0 jt' , , I Z., , I , I I. I I , I - I � I � �� i � I �19;�' 1*1..'ffl.b(,� , � I . . - I I . � i I .11111 11w ''I I I I � .. ". " � I . I � I � 11 I - I , I r I I . . I � i . . 11 I j � I � '.., i , , ; , , 11 � �. I � � �".-. � -� 0-.1"...4 . . 11.1 I I I .11., I I I I ",-, , I : I IA �� I , � " - , � loo,�0.11 1 . I ; 19- ' �A_l , . / -A',*- � 4� -� � ,'';""eo A. �f 1, � , , / - I __ 6�, �., : . �.o 'i �,,, � "- 1, - -n . le - _�', I I �j I .�W�, _, - .C:5_� - ;` � i -, ,:�:d ,., - 1 . ,- X � i � yx Lr> - I 1:�_ " -1 � �,,*t I 40, , _x � -1, I I I It- � . ,5� `�' : , I . m '_ � ,"'j :11 .1 1� .j, ,� , ,7- - I 01 I.i ,;�, I : %-.> -i - � �, - ,� , 1� � . .. �� . - t,��, . "I I . .. I � .- I . ;3; I 11 . �: I f",,� � I � I � I I I I I . - d�_ I "'. I DB I 'A' -, . I I . a -� ,CB I I � . I - , I I .�" Lid- h r� . I r2 n + 1� I v SITE ABBREVIATIONS C KEY CONS-rRUCTION NOTES r T M P 4 5 — 1 O 9 Bc BC = AaPtOM PAVING = BOTTOM OF CURD N.I.C.=SEWER N. MANHOLE NOT IN CONTRACT• u CONCRETE PRE —CAST WHEEL STOPS (SEE DETAIL SHT. C2.1) R T O ASSOCIATES LIMITED B.P. cPP = BACKFLCORRIG T PR PLASTIC R = coRRicAtED PLASTIC PIPE OHE R = OVERHEAD ELECTRIC LINES =RADIUS ❑ TYPICAL HANDICAP SIGN (SEE DETAIL SHT. C2.1) PARTNERSHIP CO CONC. = CLECRETE PAVING = CONCRETE RD = REINFORCED CONCRETE PIPE =ROOF DRAIN 3-1RCP "VAN ACCESSIBLE" HANDICAP SIGN (SEE DETAIL SHT. C2.1) D.B. 996 P • 135 s �` C.T. E EC =CURB TAPER =EDGE OF CONCRETE SAN SAN = SANITARY SEWER REMOVE AND REPLACE = ❑ SURFACE PAIN -FED HANDICAP SYMBOL (SEE DETAIL SHT. C2.1) o CD (�` _ f 1 0 T O NS o\ ELEC = ELECTRICAL =ELECTRICAL sHT. SDMH SHEET STORM MANHOLE 0 NEW 8'X 8"X 8" "FEE AND Y' WATER VALVE a Q i P s .. •.. . '• '• ': '• ': ': '• ' '''• ': ': "• ': '•. •. >. \ '' EP F = EDGE OF PAVEMENT = FIRE PROTECTION S.L. SP = STREET LIGHT = SIGNAL POLE NEW 2 WATER "TAP TO EXISTING 8 MAIN i ; : '• .• : '::• : `: t• , :: ''. '. `• ''•. : '•... '• '.::. , ::.: ' ' •. ' . . '.. ' : '•. `. '•. '• '•. •. L cv in �n N F.H. F.F. = FIRE HYDRANT = FINISHED FLOOR S TBR = STREET SIGN = TO BE REMOVED ❑ NEW 2" 45° FITTING W00 I ` : ::: ''•.''•.`' I 'L �' c� FL G = FLOWLINE GAS TBR/R Tc = TO BE REMOVED & RELOCATED = TOP OF CUR© ❑ PAIN -FED DIRECTIONAL ARROWS SEE DETAIL SHT. C2.1 ( ) 1 E : •. '': '' . ' •. .' • •.• ..'•.,'. . '. •.,''-,''•. '••. . •.. •. .. •. •.. .. .. I In G.C. GL = GENERAL CONTRACTOR = GUTTER LINE TG = TOP OF GRATE 9 ❑ , l \'•.. ' ': '. ' '•.,' • '.. ' tP T.L. = TRAFFIC LIGHT NEW 2 90' FITTING 1 : .• ... ., ., ... . .• ',, ;' .. .. ... ' . • .• •. '•. •. '•.. '.•'''.•''..` .• : `• I , , I G.M. G.P. = GAS METER —GUARD POST rW TYP = TOP OF WALL 'TYPICAL 10 ❑ NEW FIRE HYDRANT .. ., .- , ..`'..'' .• ., .• . , 512. 83 HP = �, HANDICAP RAMPS = SEE DETAIL S ( HT. C2.1) ............... i 1 I i i I I f i 1 ( IF _ IRON PIPE FOUND P.P. UIP =POWER POLE — USE I ❑ CREDIT UNION SIGN s: 1 ' t l i — IN PLACE N.I.C. CONSTRUCTION ( ) BY OTHERS ----�.•''' "'•_ ......... :................................................................. i I I I I i INV. EXIST. = INVERT EXISTING VCP w = VITRIFIED CLAY PIPE = WATER 12 r > 2 WIDE CURB CUT WITH 18 CURB TAPERS EACH SIDE \ : 9 : - � : z ., •.. •. � .. •'' ,' , is I � , _. .•_,•, ....... •: sl , , , J.B. L.I.S. = JUNCTION BOX —LAWN .IRRIGATION SLEEVE WM WV = WATER METER —WATER VALVE 13 EXISTING ENTRANCE .APRON :. : : '''':•..• ' , , ' �9• o : �I L.P. — LIGHT POLE WMH YL Y.L............YARD = WATER MANHOLE LIGHT 1�E NEW CONCRETE DRIVE .:...... ,�`.. ....�. —UP r:`• :';'':` / :• :` : ../........•....-.... ''..�.•.:-� ......................'•''• , ' I .- Y i ': i I ❑ NEW CONCRETE -N RETE PATIO T • .: . : ............ Q ?' ,-. ••' 5 ......... Q . .• ..•• .. 05 .. ' .............................................. o 5 3 ........ 6.............. ---- ---- 1 1 �.. I :: : : ': I '': '': �� •. `. '' ' '' TMP 45-93A LOW ES INVES �MENT CORP 16 NEW WATER METER AND VAULT LOCATION :... ... -50 12 :........................... -... _ 510 :. D. B. . _ ........... .... ................... — n 4 Lu L Lu OL HA II I'I l I II ��Vll,r > l L4 ,la 612 2 u'J� %o cQVU �n cccC� O��C -CWCTOy cUcc aov� da 3ov co gra �v. ��— Tor ¢F a> • r-•I —1-� 2 r� �cz� v � w pr o -� D B 996 P. 135 % IS cu -u In t % L0 N 000 Ll* A\ �JE . . . . . . . Ln Ln 4- 5t2.83 + .......... ....................................................... . . . . . . . . . . . <9 .............. ........... . ..................... ............ . . . . . . . . t �9 388.--0-j, .......... .................. ..... . . . . .......................... R.9 ........... i. .3 7. �3. + .. ....... Tmp 45-93A .. ...................... ...... ............ .. z ...... 00 ....... LOWES I'NIVESTMENT CORP. .......... .......... IF ............ . 1, . '. . ;�7.'24\ ................. ............. E3. 996 P. 141 ................... . . . . ................................. ....... D .............. .... ......... ...... . ........... . . .................... .... ... ................... .... .. ....................... ..... ............. ........ ...... . . . . ............ .......... ............. .... .............. ...... ................ .... i9 ............ ...... ............. ........... ........... . t % ........................ ........... ........ ............ * . ............................................ ........ .. ...... .......... ........ ................... ..... ............ ........... ....... ...................... ..... ...................... ......... . ............... ........... *- ........ SF . .......... ... ........ ---- - ----- .... . ..... .... .. ............... ...... .......... ........................... .. ............... .......... . ..................... ........ ....... .......... . ........... .......... . ................ ...... .................... .... ..... . . ........................... ------- ............. ........ .. ............. tz �b al tj� ga all 1.1512 3 -,qj At .2 _11 HAI kl Y_ SF 00 00 \ .. .... ........ ................. 010 LP C&A//v' . . . . . . . . . . ....... + N cq ........... . .............. TOP = 528.00 INV. = 525.00 .. ........ . . ......... 9 .......... ............... .......... .......... . . . . . . .. . . . ..... ..... ......... AREA (SEE:�SHT. A1.1) .. . ........... > P ......... I �p PS R-�� .......... ............ R 1 P R P. LP ............. . . . . . . .......... .............. ..... .. LP ... .... .... ............ LLI ............ ...... . ......... ............... ................. ........... ... .... SILL =.':518.61 26.70 ...... ............. ................ .......... ..... ..... ...... TOP = .519.50 ....... LL 0 now 0 '0 45 NEW CURB INLET INV.(S�4516-.90 ....... ......... .................. ... ...... ...... -25'Xl2':L Nc` ...NEW STOF.... ........ ...... ......... ................. SPACES� ................ ............. ........... ............. .......... ........... .......... ........ ......... Q INV. 522.29 .......... .......... .............. 8.6 -7 E527 63 TMP 45 109E . . ........... 0 9 Lu NEW CO - - - - ------------ 28.30 ......... ...................... >m TOP 52 00 .401 PA 7. 526.40 .... ........... ................ ...... ...... INV. EL I SF ....... ....... �S F) . .. .... . ...... ...... .... ............ ...... . 176, 79b . ..... ..... . ..... ....... ....... 0 . . . . . . . . . . . ................... ................ ............... ........ NEW 4!� ST ... ....... . l ........ ........ ........ ....... ....... ...... ...... ............... ...... ............. . ... . ........ ......... . ............................................ .. 4. 0587.,.- ACRES 9.0 AVON" ............. ....... ......... ... ---- - - ....... L[ 1 1. -9.30-1 .. .... ..... NOUN ............ ....... ................................................... .... . ........ ...... ........... ......... t.... .............................................. ... ........ ............. ............... 5 ............ -0 ------ .00 N........... RkRI) .............. ............ -- 6` -SANITARY ..................... C ........................ ........... .............. .. ........ SAN 0 .. .......... .... . . ............ . ............... .. ....... ... ..... ... : - - - - ... ......... ..... ............. 529.18 .... ---------------- 530-- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lim ;> 9.65 ............. N EW 4!' SMITARY SERVICE INV. @ BLDG. 526.00 Z 24.25 NEV� V' ST. : ...... .. ... .... ....... ...................... 8.50 . ..... ....................................... 5 l.nu ... ..... ...... 1OF RY CO NEW �ANIT . .......................... CO I 'I I IqV� .. =5 TOP 528.00 ARY CO ........................ t Lu 24.4 .. .................. ...... TOP 24.04 INV. NEW STORM 4. <0.. NEW SANITA ...... NEW-.§A'NITARY-- ............ ...... 29 .... ... .... ........... INV. 522.04 -Fifw- 4!' ST. ............... INV. 525.90 ................... 5 VO 5 535 . ......... * .............. 530 ............... ................................... .. K ......... 30.66 0 ........... .... -7 cn F.F. E .......... LEVATION 529.00 _.a� . - 0 ............... 'BUILDING IRD ................... NEW L.P. U) ........... . EW GAS METER' Lu Fv)l z 6 21 NEW Z' WATEk SERVICE 29.00 0\ 31.66 < b3l. 14 I I + O�) MAIN 24.2 NEW 6" STOR� SERVICE, to INV. @ BLDG. 526.00 2 NEW STORM CO k i;g R D 2 8-5 NEW 6- ST 10 + v SF �,A Km --Jli W%RD __T 2 INV. $24.26 79 5 TO TOP 528.30 C, 28 .26 P.. S" 28.. EW4_ N t NEW STORM CO 0 TO 77 : / j =5 1150� 26.80 TOP = 524.50 -mmumbilf- -dam" __j INV. = 522.50 T NNNN!wd . 5 13'. 0.0 28.8 tO tO I NY.'(NE) 1, TOP '5215*40 -Y INV. N&�)=521.34 0 INV. Q=;i522.30 -4 -R.. T INV. W)=J522.92 --------------------- w 33..98 V�j F2 15 1/ Xi=i q 0 27.5 ul NEW CURB; INL 0 ............... ..................... SILL= 524.34 ... ... ........ -TOP = 525.26 2 ........ ... + INV. 519.34 ST 19 0 . ................... NEW 12" 5.00 Lu ...... ......... FSO 6 B. 5 4.53 ....................... ........... .............. .......... ......... 20 ........ 3 UTIL ................. ................................... z ................. . ................ A\ . ..... ...... ................ ....... ........ 7z 9> 0 SF .............. ........ ....... :F30-311 ...... P 00 P. -W**" �SPHALT 10' 1 N G F E31 C K .......... ..... ................ ..... . .... ...... .. . .... AS ................. ......... .... ... L ....... I . ...... ... �r4l 130.0 11 _3065 I ... .0 : / ........ .................... L.P., 535 ............... ....... . .............. F ................ LZ�!.�35 2 56 .................. G ........ ..... ...... ....... ....... I . - .... ; .! v 1-- 1 N :*4 `-`4 ........ ............... ....... ............ 22 ........ ....... ...... 43*44'46"E .503 69, ......... ...... ()S A=49-50-52" ...... 51 .72 u I j 2 lye- 51 I.:rcf 510 T=46-47' S46*1 ; 5'1 3 m TOP 512. 51 co -ND LANE -`30 :��ISDMH -3-00 EAST BOU INV. IN 498 TOP 5 4 1 NEW INV (SW)=50'7.80 �C8=N05*40'20"14 INV. T 501.21 F 4-0 LH + 9 + *mom. 0 + + 9 (5 IL--- a own + 110 + LU 50' OR GREATER AS REQUIRED SET POSTS AND EXCAVATE -A,4!X4!' TRENCH EXISTING PUBLIC STAPLE WIRE FENCING TO THE POSTS, E STAKES 2. EXCAVATE A V'XV' TRENCH UPSLOPE ALONG THE SITE CONSTRUCTION UPSLOPE ALONG THE LINE OF POSTS. 1. SET TH STREET OR ROAD' WOVEN WIRE FENr cp cd 0 AREA 5' MIN. FENCE POSTS, E (MIN. '14.5 GUAGE, MAX. 6' MESH SPACING) 5' MIN FENCE POSTS, (r MINIMUM DRIVEN MIN. 16" INTO GROUND. DRIVEN' MIN. 16' INTO �GROUND. > > PRIATE TRANSITION WIRE SCREEN-----�', 0 CURB INLET NOTE: PROVIDE APPRO CONCR BETWEEN THE STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC STREET OR ROAD. LL 3: FLOW W 4! FLO Is > 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND (OOMPACT THE EXCAVATED SOIL. 50' OR GREATER AS REQUIRED 3. STAPLE FILTER MATERIAL TO STAKES FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. AND EXTEND IT INTO THE TRENCH. GRAVEL FILTER 25'R. z HEIGHT OF FILTER �.4:: <L� Lu 2"X4!' 'WOOD STUD cr - . 1 19; 1 .. I L , _ - 7� -.4 HEIGHT OF FILTER FABRIC 36' MAX. EXISTING PUBLIC 1 -4 - I FABRIC 36' MAX. OVERFLOW 0 uj STRE OR ROAD F Ll WITH SEDIMENT- V) CONSTRUCTION EXIT PAD 0 CONSISTING OF Z'-S' STONE EXTENSION 0 SEDIMENT 0 F FABRIC AND 00 WIRE INTO THE TRENCH WIRE SCREEN WIRE--] POST RUNOFF WATER CURB INLET V) W/O SEDIMENT FILTER FABRIC V. I A BLOC25'R. PLAN VIEW SILT FENCE DETAIL ILTER DETAIL CURB INLET PROTECTION DETAIL STABILIZED CONSTRUCTION CONSTRUCTION NOTES FOR FABRICATED FENCES 1. WOVEN WIRE FENCE TO BE FASTEN 5. POSTS: 1.33 POUNDS PER LINEAR FOOT STEEL- E POSTS WITH WIRE TIES OR STAPLES. 4!' HARDWOOD -MIN, LENGTH 5'. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED 6. FENCE: WOVEN WIRE, 14 GA. 6' MAX. MESH OPENING. D8 A CB EVERY 2e AT TOP AND MID SECTION. \/AE3 7. FILTER CLOTH: FILTER X, MIRAFI 100X, STABILINKA 3. WHEN' TWO SECTIONS OF FILTER CLOTH ADJOIN T140N OR APPROVED EQUAL. 0 5 110 20 40 y Sheaf No. :2 15' AND FOLDED. 8. PREFABRICATED UNIT GEOFAB, ENVIROFENCE, OR SCALE: 1 20' APPROVED EQUAL. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED ANDMATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. (AN2 FILE NAME: D*\363-/\Cl-2.DWG LATEST DATE: 09-19-96 AT: io:ol Copyright HBE Corporation - _:- _ e . , ,, : . I I I s § . __ 6X6 W1.4 X W1.4 W,W.F. S �$ § :, 1 2" EXPANSION SITE WORK . GENERAL N TE 911 _m . - 1 -g JOINTcr TOPOGRAPHY ARE SHOWN IN ACCORDANCE WITH A SITE SURVEY PREPARED _ lb -Of o � � } 1. EXISTING SITE CONDITIONS ANDg a_ � My .• SLOPE GUTTER .ACCORDING 1/Z. SLOPE GUTTER ACCORDING BY THOMAS B. LINCOLN, LAND SURVEYOR; DATED NOVEMBER 1, 1995 AND OTHER AVAILABLE s - ° 70 SITE GRADING PLAN i ° a a / 4 CONC. WALK 1 R. TO SITE GRADING PLAN 1/2"mX12" LONG' STEEL PIN INFORMATION. �o$ 9 1/2" R. / „ 4o .�s g 1 -. IN 3/4 SLEEVE (TYP.) K• BM 1108 CHISELED S UARE ON TOP `OF CONCRETE CURB. BERKMAR DRIVE EXTENDED .. .. 2. BENCHMARK: # Q , _ "} . , , ` � / ASPHALTIC CONC. ASPHALTIC CONC: VERTICAL DATUM ELEV. 536.17 BERKMAR DRIVE EXTENDED ARE 0.88 FT. LOWER THAN NATIONAL -GEODETIC °, s, p a3 . SEE 5PEC'S, _`�_ • r .•: SEE SPECS.1. a a�8z �� . . 71."; • ( ) .. ( ) . , SURVEY DATUM. 64. ° as. r.* • b b PRECAST CONCRETE WHEEL STOP- CAUTION: CHECK BENCHMARK AGAINST OTHER KNOWN ELEVATIONS TO ASSURE THAT FLOOR ELEVATIONS, q . UTILITIES AND OUTSIDE GRADES (INCLUDING INFORMATION OBTAINED FROM EXISTING RECORDS) ARE ALL ON �, 3e.° ;§ 3 •• : , • : , . • LOCATE 2 6" FROM CURB FACE 5 ° ., .. ; . �§ ,, THE SAME DATUM. CALL ARCHITECT IMMEDIATELY IF ANY DISCREPANCY IS DISCOVERED. USE CIRCUIT -....:- ... ,.: -s h v - ..• - TO FRONT OF WHEEL 570P. . e , . 0 _•. _ w -: :. HATE IERR LOCATE E BUILDING WITH ONLY�o° 'd�$. /� SfTEHO THE D ME SRONS 5H0 NELARE INTENDED TO PLACE THE IBUILD NG AT A CERT N LOCA 0 E gt'- °$ ° x ,,, :...:.: 1 x e ,:, ,. �� .. .. ._: NTY EXISTS. s _3iP s�1. SPECIFIC ARCHITECT IF gg :..:.:. . C ORIENTATION' CALL AR ANY UNCER7AI • ' �% 6, " `', BORING INFORMATION IS TAKEN FROM A REPORT PREPARED BY EARTH TECH, INC. DATED MAY 20, ; 4 /�r - I� �/ - •O► :• " - 3. 1996. TEST BORING LOGS ARE BOUND AS AN APPENDIX TO THE SPECIFICATIONS. ; w % 6"1.�. /� GRANULAR BASE - /I� GRANULAR BASE �''• • 4. THE LOCATION OF EXISTING UNDERGROUND ACILITIES STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROMI .' � %jT&ljj L - ,�-. ; � �����` ���_��� ��_\ �� (SEE SPEC'S.) ������� ������� ���� ����� ��� �I SEE SPEC'S. AVAILABLE SURVEYS AND RECORDS AND DO NOT NECESSARILY REFLECT THE ACTUAL EXISTENCE, NON-EXISTENCE, ¢ ( ) 1.4" ; 4"1.1. �/ SIZE, TYPE, NUMBER, OR LOCATION; THEREFORE, THESE LOCATIONS MUST BE CONSIDERED APPROXIMATE _ ', , PREPARED PREPARED ONLY. I SUBGRADE cj THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS PRESENTLY NOT KNOWN. THE CONTRACTOR SHALL BE . SUBGRADE /�� RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION OF ALL UTILITIES SHOWN OR NOT SHOWN, AND SAID a lOLfTHIC SECTION UTILITIES SHALL BE LOCATED IN THE FIELD PRIOR TO ANY PROJECT CONSTRUCTION. . " I MONOLITHIC SECTION i 5. EXCAVATE WITH EXTREME CAUTION TO AVOID DISTURBING UNDERGROUND UTILITIES THAT ARE TO REMAIN IN CONCRETE CURB AND GUTTER WITH WALK �J .. CURB AND G U 1 1 E I\ C j� N C R ET (�'. t/ 1 I E E L STOP I SERVICE. REPORT ANY CONFLICTS TO THE ARCHITECT IMMEDIATELY. �J [ Y� 'aJ PAINTED 6. SEE PLUMBING SHEETS FOR UTILITY WORK (STORM AND SANITARY' SEWERS, WATER AND GAS) WITHIN THE . r'% I r-v I n-r-I r•ti a i A i A r-% r-%"/-r t o I BUILDING AREA. " I . •-- .-.... ------ -- - - WHEN SAWED- IF PREMOLDED STRIP " IS USED A MIN. OF 1 /2" SEALER SHALL J ; . • 8. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL WORK ADJACENT TO THE BUILDING AREA, SITE DIMENSIONS ,' BE PROVIDED. • z ,. ; VARIES 1 NOT SHOWN, AND LOCATION OF EXPANSION AND CONTROL JOINTS IN NEW CONCRETE PADS AND SIDEWALKS. 6" CONCRETE " 2" ... 18" 1" CLEAR 24" CURB &GUTTER to .5_ 1-1/2"R. 9. ALL TREES AND SHRUBS SHALL BE PROTECTED AND REMAIN IN PLACE UNLESS OTHERWISE NOTED OR SHOWN. I - - 0p ' i NEW PVM'T. to 3" SHEET 'METAL Y SEE PLAN cv ` I SLEEVE 3 g "' 0.090 THICK ALUM. 12" 10. LANDSCAPING, INCLUDING PERMANENT SEEDING AND SODDING, BY OWNER, 1/ ., Q 1 1 2" Fl :::' PVM'T. SURFAC .: 2 PANEL /DARK BLUE 1--1 R .:.. (' `1 (� I I �� 11. PROVIDE 127 LF. OF 4 PVC LAWN IRRIGATION SLEEVE PLACED 2 BELOW FINAL GRADE AND EXTENDED --, --:'`_,'..' -:'{:'.".':;'::,...'.':'.'' : 15090 PER FEDERAL Z.- 1 _ .. . - •. ' • -_ • ' • - • - b 18" BEYOND EDGE OF PAVING. MARK ENDS WITH 2X2 WOOD STAKE. COORDINATE REQUIREMENTS AND ''' - „ b 18"R I STANDARD 595A LOCATIONS OF SLEEVES WffH LANDSCAPER. FINAL QUANTITY TO BE ADJUSTED AS NECESSARY. .. ..1 4 R., :. 1/4 R. Cam') BACKGROUND, & WHITE ,• - /]� I I f 0.090 THICK ALUM.' ; PARKING z :3 1. . ",,. v --� -. REFLECTORIZED LETTERS, / - , . -. -.- z NOTE. SYMBOL TO BE PAINTED PANEL W/ DARK BLUE 12. NEW WATER SERVICE SHALL HAVE 3 MINIMUM COVER. EXISTING WATER LINES HAVE 3 MINIMUM COVER, / . • : :.. 0 -----1 SYMBOLS &BORDER. ID • %, . vcn -=---------- WITH WHITE NON -REFLECTIVE 15090 PER FEDERAL r•- ...... • . ....... -.. ...:...•.. ONLY . ,...-:' . - c WATER VALVES PULLBOXES ETC., -WHICH ARE TO REMAIN :• TRAFFIC PAINT. 1-1/2"R. I STANDARD 595A 13. EXISTING CLEANOUTS, MANHOLES, CATCH BASINS,0 s . PARKING CONSTRUCTION, ' ' f 0.090 THICK ALUM. BACKGROUND, &WHITE AND ARE IN AREAS OF NEW CONSTRUC ON, SHALL BE ADJUSTED TO NEW GRADE .� p da Op a ap opt1..°on pon°oa ° o °° oo ..°on�oa.,Qp�1..°p °o °°a a°O° °°p °o°° oo '" (� ° ° o °°o °Q 0' GRANULAR oa°°q °Oo a�'0 .1 PANEL W/ DARK BLUE REFLECTORIZED LETTERS, . O o 0 ; GRANU BA E o c 4 N E O O '� I �/ tlr� . O a O O O .. a o O ®NL,1 V RIFY IN Fl ALL INV OF EXISTING STORM SEWERS AT CONNECTIONS WITH NEW SEWERS PRIOR TO m ppopppopp ap ° a va "Vp "'Up dap °op °o �ar,� °p °°a °o CURB END TAPER HANDICAPPED SYMBOL ACCESSIBLE BACKGROUND, SYMBOLS &BORDER. 14. E FIELD, INVERTS ,. 1" H. WHITE LETTERS & BEGINNING CONSTRUCTION OF UTILITIES. �,11 „ #4 DEFORMED DOWEL BAR . " . ,> Lu, .am" 1 EXPANSION JOINT „ 1 /4" WHITE BORDER 8z z 2"X2" ALUM. 15. THE CITY WILL INSTALL THE DOMESTIC WATER METER ONLY. THE SITE UTILITY CONTRACTOR WILL INSTALL THE 1 #6 SMOOTH DOWEL BAR 24 LONG ®30" Q.C. 6X6 W1.4 X W1.4 W.W.F. - 6X6 W1.4 X W1.4' W.W.F.o w 2"X2" ALUM, o w EXISTING LATERAL TO THE BUILDING INCLUDING THE WATER ; L ' FILLER b -� -� TUBE POST W/CAP 1 1/2" DOMESTIC WATER SERVICE FROM THE STI G LA .. 18" LONG O 18" O.C. - 1 8" TO 1 4" RADIUS ' / / „ 1 /8" TO 1 /4 RADIUSF I it TUBE POST W/CAP I a1 VAULT. THE SITE UTILITY CONTRACTOR IS RESPONSIBLE FOR REQUIRED FEES. ■ Im ONE END WRAPPED IN TAR 1 /4 PREMOLDED FILLER r-` 4 w � � w � PAPER, LUBRICATED, OR SLEEVED CONC. SLAB REINFORCING a n • •... -. c� c7 16. THE SITE UTILITY CONTRACTOR WILL INSTALL THE 8" FIRE SERVICE LINE INCLUDING THE VALVES ,AND FIRE ,0 ' „ , W 1 SPACE 0 END OF BAR TO WITH 6x6 W2.9xW2.9 WWF .... aw aw / CL C E LL K TOWA D STALLATI FIR YDRANT. :% :. A ` ',' FINISHED GRADE FINISHED GRAD HYDRANT. THE CITY WI DO NO WOR R 5 THE IN ON OF THE NEW E H ALLOW 1" OF UNOBSTRUCTED : ' . .-��r ..... ' L :• . a ors o a Ift I., :. .... .:.: 1. , . • ••. .• LATERAL MOVEMENT. _ . .... R TIE INTO EXISTING LATERAL. VERIFY DEPTH AND LOCATION OF LATERAL >f~` 17. NEW SANITARY SEWE SHALL BE D 0 E S G L PRIOR TO INSTALLATION OF ANY SANITARY LINES. '� PAVEMENT EXPANSION JOINT E.J. PAVEMENT CONTRACTION JOINT C.J. I I I ..I_ _ e" DIA. CONC, BASE 0 ,I I -L-- W DIA. CONC. BASE 0:. .. , r ,, . > 4- . ., l L 18. THE CITY WILL PROVIDE GAS SERVICE AT A COST OF: i 4 GRANULAR BASE SEE SPECS. ( ) 1ST 150 LF FREE b , •: ; (- A V IVl ENT AND U IJ I I V I D ETA) L I REMAINDER OF GAS LINE AT A COST OF 7.00 F. TYPICAL E E ER /L �+ I I !�•-I----- PROVIDE BITUMINOUS N ( I E''-}-- PROVIDE BITUMINOUS $20.00 CONNECTION FEE ,... , �� \ u ' d ;. rrmal S PROTECTNE COATING THE SffE UTILITY CONTRACTOR 'IS RESPONSIBLE FOR ALL FEES, . Li I PROTECTIVE COATING U I `w i , EXPANSION JOINT CONTROL JOINT ,>0 I1. ON ALUM. TUBE EMBEDDED . _ ;ry, , ON ALUM.. TUBE EMBEDDED.. I .�. E (EJ ON PLANS) (CJ ON PLANS) , , b I I I IN CONC. 19. NEW ASPHALT PAVEMENT SHALL BE As FOLLOWS. (SEE SITE PLAN FOR LOCATION). r� IN CONC. 0,p�� L_ _. - L- - _J PARKING AREAS: m 0� J I D EWALK SECTION E VTI U N 2" ASPHALTIC CONCRETE ON 6" GRANULAR BASE: SIDEWALK SECTIONv DRNEs: HANDICAPPED SIGN HANDICAPPED SIGN 2" ASPHALTIC CONCRETE ON 8" GRANULAR BASE. 20. NEW CONCRETE PAVEMENT SHALL BE AS; FOLLOWS: (SEE SITE PLAN FOR LOCATION). �:> 0. 11 L . �,�.r �4 „ " NOTE: THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY ERNE -UP AREA „ 4) !'. ; . ,,/ - 3 X 4 DOWNSPOUT 5" THICK W6X6-W2.9XW2.9 WIRE WOVEN FABRIC ON 4 GRANULAR BASE. /i�� _ {.,, -\ lY/�� •.. FACILITIES THAT ARE ACCESSIBLE TO MID USABLE BY PHYSICALLY DISABLED PERSON AS SET FORTH .\ / ..r. - 11 ��_: SIDEWALKS: 1.IN THESE BUILDING STANDARDS. THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE „z Z 2t `; :.~ 4 THICK W6X6-W1.4XW1.4 WIRE WOVEN FABRIC ON 4 . GRANULAR BASE. � "'' ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595a. <LIJ ; ILI - r �/ � NEENAH -FOUNDARY CAST IRON 21. SAW -CUT EXISTING ASPHALT PAVEMENT WHERE REQUIRED TO PROVIDE A CLEAN EDGE FOR ABUTTING NEW ` 7���,,� - �� % f ^• R-4927-A TYPE D or EQUAL ASPHALT PAVING AND PATCHING. i c� DOWNSPOUT SHOE _ . W6x8.5 STEEL POST OR t :' , I L �-1 •22, "EXISTING SIDEWALK, CURB, ,GUTTER,' AND PAVEMENT DAMAGED DURING CONSTRUCTION AND NOT SHOWN AS 0 8"x8" ROUGH WOOD z . ,' '.. NEW WORK SHALL BE REPLACED. w � NEW GRADE AT 6'-3" O.C. I li : 0 COMPACT FULL DEPTH WHEN ,. I TEE PLUGGED CROSS WYE PLUG OR CAP o �� � ��I �/�, ,\ %, `j\- �� LINE OF ACTUAL EXCAVATION UNDER PROPOSED PAVEMENT ,n o Il� II :�\ �I VI (95% STD. PROCTOR; UPPER 9" EROSION `CONTROL NOTES .: ,NOTE: CONTRACTOR TO PROVIDE I a r , .:i 0 SHORING & BRACING AS REQUIRED TO BE SELECT FILL OR MODIFIED .-+ PROVIDE AN MAINTAIN SEDIMENT CONTROL BARRIERS TO INSURE NO RUN-OFF OF SEDIMENT INTO DRAINAGE M, . z " FOR SAFETY &CONSTRUCTION SUBGRADE AND COMPACTED TO 1. RO DE D SE M I II / 7d o- 98% STD. PROCTOR ENS STRUCTURES OR FROM SITE, , SITE PLAN SHOWS MINIMUM SUGGESTED LOCATIONS. ADD ADDITIONAL CONTROL � ' j il� �� 9 NEW 4 PVC PIPE Q1. / \ AND FITTINGS _ „ AS NECESSARY. SITE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE MID EFFECTIVENESS RESULTING FROM .. 11 �, �� I/ 6 w 4 MIN. (TYP.) CAREFULLY PLACE & !COMPACT „ IMPROPER SEDIMENT CONTROL. • • A-1 SELECTED EARTH BACKFILL IN 6" - _ STEEL W" . ` y� I :' = w - LAYERS. 957i; STD. PROCTOR). - -- SECTION, 2. SEDIMENT CONTROL METHODS SHALL BE STRAW BALES, SILT FENCE OR APPROVED ALTERNATE. / .,..... 11 w ,,....: � p 4 /;, ,;; / ) BERM SHOULDER AT ' ., . w _ / r ,/ I 12 GUAGE- :' _ - ;� _ - J " /rr r//�ii / BACK OF CURB 3. PROVIDE ROCK CONSTRUCTION ENTRANCE 50 MINIMUM ' LENGTH AT ANY LOCATION WHERE CONSTRUCTION 4 r%/�%i!i�ii�ri�/�, FACE OF STEEL ( ) i OUTSIDE OF PIPEBARREL I h SECTION TO BE TRAFFIC ENTERS THE SITE. i COMPACTED CRUSHED STONE11 - I ill _ FLUSH W/ BACK GENERAL WATER & SEWER CONDITIONS ' TO STORM SEWER OR WASHED RIMER SAND ACTUAL LINE OF EXCAVATION OF CURB • MAINTAINED -III I- • 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY .INSPECTORS, THE . -•� . f BEND PLUGGED CROSS TEE NOTE: EXCAVATED TRENCH SHALL BE �_ _I I - FREE FROM WATER, DEBRIS & EXCESS EARTH, I _ I I r - ,. COMRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF , -. � . I ` "I 1 I t- I ( THE WORK. I - I. .,. i - '1 I, ...,:,..... , ... i BEARING AREA OF THRUST BLOCKS IN 5Q. FT. ; ---- ••..: • •.• , • •. ,•• •• :• 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE. PROPOSED WORK 'ARE NOT NECESSARILY GUTTER DOWNSPOUT DETAIL AT GRADE TYPICAL PIPE BEDDING - r / II Iti • FITTING SIZE, TEE,WYE, PLUG OR Cam, 90 BEND PLUGGED ICROSS TEE PLUGGED ON RUN 45' BEND 22.5' -BEND 11.25' BEND A-1 I A-2 e 1.0 1.4 1.9 1,4 1.0 ff 2.1 3.0 4.3 3.0 1.6 1.0 8" 3.8 5.3 7.6 5.4 2.9 1.5 1 1.0 10" 5.9 8.4 11.8 8.4 4.6 2.4 1.2 12" 8.5 12.0 17.0 12.0 6.6 1 3.4 1 1.7 _ -1 •::;•":•:..;:- �,*::;: SHOWN ON 7HE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON r r Ta=L � O� _A.§?r. 9 r�a 11 .. rII `� -11- I( UNDERGROUND LINES AND STRUCTURES AS NECESSARY. HIS OWN INITIATIVE LOCATE ALL ,. ( , I ,T, , ,-, , ,-, , 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION . , ! ,: & . FIRE HYDRANT f SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 20, 1983, . I - . a 2- 2.5" OUTLET AMENDED JULY 1, 1989. , .{ ': & 1 4.5OUTLET - `. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. ,'I , p, Pr_4 ,: L-1 I . I ,, , 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY' (1-800-552-7001). `' . a .- g AS REQUIRED BY t � 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF • o G . I -\ . I _-iI I -. I 1- . ° -: PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND . ' VALVE -BOX &RISER LOCAL FIRE w SEE SPECS. MARSHAL . : NOTES: WATERLINES, ETC. U s r .� . F.-4 . NOTE: 1. CONCRETE THRUST BLOCKING TO BE POURED AGAINST 7. 20' WIDE EASEMENTS CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE' DEDICATED TO THE 4 "' { 1. 'POSTS AND BLOCKS "SHALL BE NOMINAL 8"x8" ALBEMARLE COUNTY SERVICE AUTHORITY, IXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT-OF-WAY OR t�/1 8 UNDISTURBED EARTH. W j,, I ROUGH WOOD, (OR W6x8.5 STEEL) PRESSURE AN ACCESS EASEMENT, IN WHICH CASE THE ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A UTILITY >`•I . " . 2. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. . TREATED AND UNPAINTED. EASEMENT. C� q G AREAS - -"Pl 3. IF NOT SHOWN ON PLANS, REQUIRED BEARIN N i HYDRANT EXTE SON .. � � ; U . � - a :: 8, 3 MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS `OR 6" SEPARATION WHEN AT FITTINGS SHALL BE AS INDICATED BY CHART ABOVE. LENGTH - 6' MINIMUM WATERLINE IS INSULATED. USE 1 /2" THICK THERMA-CEL PIPE INSULATION IN 3'X4' SHEETS AS 18" MAXIMUM !' 2. ALL GUARD RAIL PLATE, FITTINGS, HARDWARE, MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. i ETC. SHALL BE GALVANIZED. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF • ► �4 0 # • , : THRUST BLOCK DETAIL l CULVERT WHEN PARALLEL,aac` . YJ . , a ; 1f��� i I 9. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ,�Ir,� ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 1-3/4" HOLE TAPPED INTO THE CENTER OF THE _:' E. v : GUARD RAIL u, f , _ , . GATE VALVE -, LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO .,, r � a� ry . C � u I V 16P Chi METER INSTALLATION. ;� I Z CONCRETE THRUST tr I : � :_, "' t , i BLOCK 4 SACK MIX - ; _� 10. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES, , _ ,: . 1 ,, �� �. �r.!I� 1.I � II _. I - MAIN RUN X 8" TEE t �x' � r `� c i 11. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER �r - � '� .I.�,I, . =r IIj 0I4. � , -I�,I.��; 1 -I ,I; ;L��lI �., �, IL .� ,,a�'rr I".,;:I! �L1�� :. �.� I ,,r.1 -"-. I .A. - I r, , -� , E , AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL r . i4 •m ` '•' :'• ' •,- GEOLOGIST. THE CERTIFICATION SHALL ; STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO. J 0 s T �: 0 \ . , .i P� {, I 1 Y }- f o� N RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE V RIN A d t) , :•'" N END ES SHAL 8E E ALVE DU G I. ... ,-: 12. VALVES 0 DEAD U L Q ,, :. f $+ 1 .. / j "m :,LL R ION OF THE NE.: FUTU E EXTENS LI / ,- f 1 N \ ,. r ,.., x, ,, j7 1 . .: . I t a _ .�i LF- \ . I u $" 8" , 8" 2 _, .. •-. � r,l l!+-TII C IDAAI DIDC .' •.:.r 0 - .: -- 530 9 • 06 . ___ •� NEW GRADE � EXISTING GRADE _:19-_ - - - -_ _z N. --- 530 g -- - 9 - .-I, INV.=526.00 `_. _. _ 0 -I 525 __ 525 INV.=525.90 = 4.45 NV., 522.95 . 520 . INV.=521.50 520 5' OF 4" SAN. 75' OF 6" SAN. 75' OF 6" SAN. `w� 75't OF 6" SAN. . 0-1 I _ l' SANITARY SEWER PROFILE :f I L.. -. d r " ' r : cd 0 m>r� O 1, I o �.�... .11 i �, � IA Y� t f �\ ' 4 , . d' A , PLAN VItW SECTION „B-.B"' 1n4.l - �_ '�- CAST - 'IRON COVER 0 - I WADE-6004-Z SCALE. 1° - 5' VERT. �_ J " �I _ C ) s _2 Q lf) i, < 4 w - M C1 .r FINISHED GRADE �( " NEENAH R1737 SOLID ,. � u� UD AND FRAME OR EQUAL , , - ..._ .: U� llt- CONCRETE T0P '..' INV= AREA OF . , ----- . 45 " I 1Ll ' ll I CIRCUMFERENTIAL LQ ,• .::...:. ....`.- STEEL = .121N z /UN. FT. MANI'iOLE BA�JE PLAN AREA OF ' z -D 3 4 CEMENT MORTAR � SSIILLLL ((F : ' t.. PRECAST RISER . .�. --- - CIRCUMFERENTIAL STEEL = .121N! /UN. FT. I I '.-- '.'. I I . :.. _/_. , _�-ol " ..11� ._/.__ : �/�.--. A� z l . . �I I � A FINISHED FLOOR = 529,00 > --- I- L.- I)i .===- I I NEW -GRADE T " 4ZI 9 525 m 525 , EXISTING GRADE _------------ - _ _ - 14" STORM 6" STORM INV-5-2--"4 INV.=52 T;630_ 520 520 a{I I C7 d - .. Irn 1 STOR if II INV.=5-1-7.87 IT 4- Z 515 - 515 . - ! 525 GRADE _ 525 j• ___ - '_ 520 520 III 0 515 515 / . , �, WITH NO. 4 AT 12" THE HUB FOR OUT GOING PIPE - r1 �- , V I Iv vim. r.o rr TO 989� STD. PROCTOR DENSITY. HA BE FIELD APPLIED AKUM REINFORCING 3 -0" TRENCH c� ,2 B.W. S LL 0 R _ W Dt II II I 134'f OF 2" WATER SERVICE I Iw 31'i OF s" WATER _r I ,. AND SEWER TffE OR APPROVED STEEL = .121N. /UN. FT. 1 TH Ir -.I Sheet No 3 ofISECTION A -A EQUAL JOINT. SAECTION.SECTION 'A -A SECTION B--B DOMESTIC WATER PROFILE FIRE SERVICE PROFILE , U' CURB INLET DETAIL MANHOLE DETAIL CLEAN --OUT DETAIL '- .1'a20'HORZ. 1 - 20' HORZ. SCALE. SCALE: 1" = 5' VERT. 1 = 5' VERT, , : , , Copyright HBE Cotpa�ation . - CIVIL SITE DETAILS T` �. - - - D�t�:, 20-q6 ti FILE NAME. D. 3637 C2 1.DWG LATEST BATE. 09 19 96 AT. 09.34 _ .-. • . J - ! 525 GRADE _ 525 j• ___ - '_ 520 520 III 0 515 515 / . , �, WITH NO. 4 AT 12" THE HUB FOR OUT GOING PIPE - r1 �- , V I Iv vim. r.o rr TO 989� STD. PROCTOR DENSITY. HA BE FIELD APPLIED AKUM REINFORCING 3 -0" TRENCH c� ,2 B.W. S LL 0 R _ W Dt II II I 134'f OF 2" WATER SERVICE I Iw 31'i OF s" WATER _r I ,. AND SEWER TffE OR APPROVED STEEL = .121N. /UN. FT. 1 TH Ir -.I Sheet No 3 ofISECTION A -A EQUAL JOINT. SAECTION.SECTION 'A -A SECTION B--B DOMESTIC WATER PROFILE FIRE SERVICE PROFILE , U' CURB INLET DETAIL MANHOLE DETAIL CLEAN --OUT DETAIL '- .1'a20'HORZ. 1 - 20' HORZ. SCALE. SCALE: 1" = 5' VERT. 1 = 5' VERT, , : , , Copyright HBE Cotpa�ation . - CIVIL SITE DETAILS T` �. - - - D�t�:, 20-q6 ti FILE NAME. D. 3637 C2 1.DWG LATEST BATE. 09 19 96 AT. 09.34 _ .-. • . J / . , �, WITH NO. 4 AT 12" THE HUB FOR OUT GOING PIPE - r1 �- , V I Iv vim. r.o rr TO 989� STD. PROCTOR DENSITY. HA BE FIELD APPLIED AKUM REINFORCING 3 -0" TRENCH c� ,2 B.W. S LL 0 R _ W Dt II II I 134'f OF 2" WATER SERVICE I Iw 31'i OF s" WATER _r I ,. AND SEWER TffE OR APPROVED STEEL = .121N. /UN. FT. 1 TH Ir -.I Sheet No 3 ofISECTION A -A EQUAL JOINT. SAECTION.SECTION 'A -A SECTION B--B DOMESTIC WATER PROFILE FIRE SERVICE PROFILE , U' CURB INLET DETAIL MANHOLE DETAIL CLEAN --OUT DETAIL '- .1'a20'HORZ. 1 - 20' HORZ. SCALE. SCALE: 1" = 5' VERT. 1 = 5' VERT, , : , , Copyright HBE Cotpa�ation . - CIVIL SITE DETAILS T` �. - - - D�t�:, 20-q6 ti FILE NAME. D. 3637 C2 1.DWG LATEST BATE. 09 19 96 AT. 09.34 _ .-. • . J