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Home My WebLink AboutS-292504N v J N � z N °e � C3 �z a z z 0 0 ly ¢ < R U of K M u Q PV STA = 2 +00 PM ELEV = 440.50 1' Ili o W LOW POINT ELEV = 436 56 f A.D. _ -2.58 LOW POINT STA = 0 +53.15 K = 38.71 P" STA = 1 +00 100.00' VC Q '� 450 Pm ELEV 436.50 A -D. = 4.13 K = 24.21 .. 1 1 00.00' vC N n � a U O p > j + M � U e + m n m I > w 440 a° 0 rT Z Q E i" a �Z �W L~ W a a I--1 o � E E \ E ITT N c X71 c 0 a� t o T" 8 119 LL� I f I I I > G' a Z a r u U a � L 0 SAWCUT AND - - - - - - - MATCH EXISTING - -^""'• ASPHALT 43C SSMH# 4 STA. 1 +55.22, 51 RIM = 438.60 INV IN= 430.76 INV OUT = 430.66 i S" o m m � 6 � a 3r1 + < W N EXISTING GR 11429 '' PROPOSED FINISH GRADE Ai CEt87ERUN£ 1 144^•8'PVCO i 356 "r8'PVC O 0.40 JERICHO AVE N.E. L s' "5 5 STA 5+11.2, 5'L HORZ. 1" 40' RRe1444.71 INV IN= 432rSS4il•'16 VERT. 1'" = 4 INV OUT - =" 431.('6 wwp�j7�yS►'S AN 01 :FR PROPERTY LINE a i 0 0 0 FUTURE a 6" BUILDING SEWER PIPE ;� BUILDING SEVER n° N � Z � 2'"x 4•• STUD SERVICE PARKER PAINT UPPER TEE WITH 6" SIDE OUTLET J PORT[OPT WHITE ANS STENCIL ON SIDE WORDING "SEWER' WITH 37 HIGH BLACK LETTERS. Wn AND #6 WIRE WRAPPED AROUND THE STUD AND SEE MD BfA.ORVt; SEWQ2 o EXTENDED TO THE TOP OF THE STUD. K a UNLESS OTHERWISE APPROVED BY THE CITY. MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEVER MAIN WITH STAINLESS STEEL BANDS . _ WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIWL 60 " ALLOWABLE MAX. VITRIFIED CLAY. PLAIN AND REINFORCED CONCRETE. DT PIPE AND CI FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE. 1:3:5 MIX ph �3NON CONCRETE G BLOCKING eVP�VN G� 2% MIN SLOPE HORIZONTAL 6 "" SIDE lX1TLET TEE SEVEER MAIN SEWER MAIN 6" MIN. - - - OF TEE AT MAN OVER 25 TYPIM& SIDE SEWER ELEVATION STANDARD SEE SEWER RWALLATM NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5" COVER AT PROPERTY - - -- LINE OR 3 -5" LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 1,447- STANDARD SIDE SEINER INSTALLATION sm 1rv96 NOT TO SCALE VF Iff SSMH# 5A STA 6 +55,'.51 o MANHOLE FRAME AND COVER RIM =s4r �s 446.89 INV OUT- "4" -w49" 'S- _ DRAWING @R24 112° MAX CONADJUSTMENT (4' MIN -) I CONE � ! 21- RUBBER GASKETED JOINTS III �i --` 4 MN_ ,J {r{ STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED <a T CONCRETE RISER RY PIPE !NC I° MW_ �I OR APPROVED EQUAL. jjj 48 6 +00 i i T MAX PIPE SIZE - 21' LID_ + Pfl LADDER -STD. ALUMINUM OR GALVANIZED STEEL MORTAR EILLET f'I CONCRETE SHELF 1% PRECAST BASE SECTION _ OR CAST IN SHELF. - - 440 it CORDANCE WITI. ASTM C -443 6° MIN- ( 6" MIN- (TYR) NOTES: 1. STEPS TO BE 3/4' 0 DEFORMED BAR GALVANZED SAFETY SANITARY MANHOLE TYPICAL DETAIL STEPS OR EQUAL !� NOT TO SCALE =. STEPS ARE TO BE LN PLACE BEFORE MANHOLE SECTIONS ( ARE INSTALLED TCASenNIC TO RE ecru DRAWING BR29_ MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. SANITARY SEVER � AND SPECIFICATIONS 5. ALL JOINTS SHALL BE G ROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES• INCLUDING CHANNELING. COATED (SEALED) Col' p3T7° WITH A HIGH SOLIDS URETHANE COATING, 16C -e PVC ® -B:eOR WASSER MC- CONSEAL OR APPROVED EQUAL; 430 COLOR OF COATING SHALL BE WHITE THESE PLANS ARE °AS BUILT RUBBER GASKETED JOINTS SHALL BE IN CGNORMANCE SSMH# 2 AND THE INFORMATION SHOWN WITH ASTM C-4-43 STA 2 +32, 11'L ACCURATELY REFLECTS cXESTIN® S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE REPLACE CIEANOUT RIM= 55.53 DIAMETER OF THE LARGEST PIPE WITH SSAIH1 1 INV IN= a�9- Q34�q.gg FIELD CONDITlCISIC AC [nC nI� 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK RIM= 439.40�I38.(fir INV OUT=7-49-Z47j.3E: DATE: ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL INV IN -' . 42'101 �� /�� INV OUT= 429.00(VERIFY) lS EX. CLEANOUT TO SSMH 2 SUp� gE HORZ. 1 = 40' ER = 4' RECOMMENDED fOR APPROVAL 1i`vr BY tONAL BY .AVpD CUTTING UNDERGROUND OTW uNES. IYS COSTLY Expuss 11/30/0= BY /� UNDERGROUND SERVICE (USA) DATUM Fl RV Ca" NOTE: 415.00 w- bgfY! B You Qu EXISTING UTILITY LOCATIONS n p T L T SHOWN HEREON ARE APPROXIMATE ONLY SHALL a THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER D19. . GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION NO REPRESENTATION IS MADE THAT ALL EXISTNG UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1 -800- 424 -5555 NOT SHOWNLL RBEFORE UTILITIES YOUNOT DIG:SHOWN 800 -424 PROPER LOCATION +00 0 +00 sCANIVFD eE° d ' , SCANNED FEB 15 2002 1 cn Z y_ o z s _ ,q2� o z S a � 0 +00 00 00 vc 1 1 +00 2 +00 3 +00 4 +00 5 +00 PIA STA = 5 +00 PVI ELEV = 442.34 2' = 1.G6 0. UM vi I� ° ' LOW POINT ELEV = 438.07 LOWYPuNTS'{A-=� +5848 -- N> PIA STA 0 +50 0 o a > > i S Xri N - PROPOSED PIA ELEV i.= 437.90 0� A.D. 2.99 Iz K = 16.74 ,� a uF VC . m +05 . �>_w +4a ° -w _... G GR0.99 NH � 'O w w � w - _ Tf -_ 45 Ae-8" PVC O• '! SSMH R 6 STA. 4 +90• 5'L = -� ® A Y 188'^-8° PVC® 2:A0% O RIM= G4� -2344T ]6 p O - i30 INV =4a+* 6436.715, L-lg 4'. -6" PVC 18 ® Q.4@W d'717% SSMH# 2 SSMH# 4 REPLACE CL£ANOUT WITH SSMHg 1 STA. 2 +32, 11'L SSMH# 3 RIM =439 4Q43y, i STA 1 +8'L85 5'L INV IN= 429.6341 ,�RIM= A39�7?! 1+8'L85, 51 STA. 0 +55, 5'L RIM-438.60 3$. IN IN= 430.76 43.02-; RIM = 439.40436.13 INV OUT = 4129.53 "INV IN =42$57- 429.67 INV OUT= a3C.6B 438.2sI INV IN= Q2}TQ4?5 10 INV OUT= 429.00(VERIFY) 4Z-j Sg INV OUT =429$7 4Z'1,6Z N.E 4TH PLACE /ILWACO AVENUE N.E. HORZ_ 1" = 40' VENT 1' - 4 OATlJV 6Z6V I I 2 +00 1 +00 a0�o 0 +00 wwp�j7�yS►'S AN 01 :FR PROPERTY LINE a i 0 0 0 FUTURE a 6" BUILDING SEWER PIPE ;� BUILDING SEVER n° N � Z � 2'"x 4•• STUD SERVICE PARKER PAINT UPPER TEE WITH 6" SIDE OUTLET J PORT[OPT WHITE ANS STENCIL ON SIDE WORDING "SEWER' WITH 37 HIGH BLACK LETTERS. Wn AND #6 WIRE WRAPPED AROUND THE STUD AND SEE MD BfA.ORVt; SEWQ2 o EXTENDED TO THE TOP OF THE STUD. K a UNLESS OTHERWISE APPROVED BY THE CITY. MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEVER MAIN WITH STAINLESS STEEL BANDS . _ WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIWL 60 " ALLOWABLE MAX. VITRIFIED CLAY. PLAIN AND REINFORCED CONCRETE. DT PIPE AND CI FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE. 1:3:5 MIX ph �3NON CONCRETE G BLOCKING eVP�VN G� 2% MIN SLOPE HORIZONTAL 6 "" SIDE lX1TLET TEE SEVEER MAIN SEWER MAIN 6" MIN. - - - OF TEE AT MAN OVER 25 TYPIM& SIDE SEWER ELEVATION STANDARD SEE SEWER RWALLATM NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5" COVER AT PROPERTY - - -- LINE OR 3 -5" LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 1,447- STANDARD SIDE SEINER INSTALLATION sm 1rv96 NOT TO SCALE VF Iff SSMH# 5A STA 6 +55,'.51 o MANHOLE FRAME AND COVER RIM =s4r �s 446.89 INV OUT- "4" -w49" 'S- _ DRAWING @R24 112° MAX CONADJUSTMENT (4' MIN -) I CONE � ! 21- RUBBER GASKETED JOINTS III �i --` 4 MN_ ,J {r{ STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED <a T CONCRETE RISER RY PIPE !NC I° MW_ �I OR APPROVED EQUAL. jjj 48 6 +00 i i T MAX PIPE SIZE - 21' LID_ + Pfl LADDER -STD. ALUMINUM OR GALVANIZED STEEL MORTAR EILLET f'I CONCRETE SHELF 1% PRECAST BASE SECTION _ OR CAST IN SHELF. - - 440 it CORDANCE WITI. ASTM C -443 6° MIN- ( 6" MIN- (TYR) NOTES: 1. STEPS TO BE 3/4' 0 DEFORMED BAR GALVANZED SAFETY SANITARY MANHOLE TYPICAL DETAIL STEPS OR EQUAL !� NOT TO SCALE =. STEPS ARE TO BE LN PLACE BEFORE MANHOLE SECTIONS ( ARE INSTALLED TCASenNIC TO RE ecru DRAWING BR29_ MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. SANITARY SEVER � AND SPECIFICATIONS 5. ALL JOINTS SHALL BE G ROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES• INCLUDING CHANNELING. COATED (SEALED) Col' p3T7° WITH A HIGH SOLIDS URETHANE COATING, 16C -e PVC ® -B:eOR WASSER MC- CONSEAL OR APPROVED EQUAL; 430 COLOR OF COATING SHALL BE WHITE THESE PLANS ARE °AS BUILT RUBBER GASKETED JOINTS SHALL BE IN CGNORMANCE SSMH# 2 AND THE INFORMATION SHOWN WITH ASTM C-4-43 STA 2 +32, 11'L ACCURATELY REFLECTS cXESTIN® S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE REPLACE CIEANOUT RIM= 55.53 DIAMETER OF THE LARGEST PIPE WITH SSAIH1 1 INV IN= a�9- Q34�q.gg FIELD CONDITlCISIC AC [nC nI� 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK RIM= 439.40�I38.(fir INV OUT=7-49-Z47j.3E: DATE: ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL INV IN -' . 42'101 �� /�� INV OUT= 429.00(VERIFY) lS EX. CLEANOUT TO SSMH 2 SUp� gE HORZ. 1 = 40' ER = 4' RECOMMENDED fOR APPROVAL 1i`vr BY tONAL BY .AVpD CUTTING UNDERGROUND OTW uNES. IYS COSTLY Expuss 11/30/0= BY /� UNDERGROUND SERVICE (USA) DATUM Fl RV Ca" NOTE: 415.00 w- bgfY! B You Qu EXISTING UTILITY LOCATIONS n p T L T SHOWN HEREON ARE APPROXIMATE ONLY SHALL a THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER D19. . GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION NO REPRESENTATION IS MADE THAT ALL EXISTNG UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1 -800- 424 -5555 NOT SHOWNLL RBEFORE UTILITIES YOUNOT DIG:SHOWN 800 -424 PROPER LOCATION +00 0 +00 sCANIVFD eE° d ' , SCANNED FEB 15 2002 1 cn Z y_ o z s _ ,q2� o z S a �