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HomeMy WebLinkAboutS-324303en "V � a a En o n o 0 ba cis 1 a w 4 I C%" Eft; 0. F e LLJ R o a 0 0 Ex SANITARY SEWER MANHOLE A PORTION of the S.E. 1/4, SECTION 4, TOWN SHIP �� . Ex STORM DRAIN MANHOLE I } RIM 434.78 RANGE 5 E*pMme RIM 434.55 'Ives I I I o 8" PVC IE 419.58\W „ MANHOLE FRAME AND COVER 12 ADS IE 423.39 W I 1 8 PVC IE 419.54 E 6 SEE DRAWING 8829 12" ADS IE 422.90 E �I � 8" PVC IE 419.50 N ``{ ~ 25" " NOTES: 12" ADS IE 422.67 N I I I p A 12 MAX ADJUSTMENT (4 MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY I I \ D � STEPS OR EQUAL. CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS r 21" ARE INSTALLED. I \ ✓ RUBBER GASKETED JOINTS 3. CASTING TO BE PER DRAWING BR29. vTI v e Redmond Ave 15. N o 0 0 5 3 2 E 6 3 9 . $ $ 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST IN ACCORDANCE WITH ASTM C -443 CONCRETE. 90.0' \ 80.0 50.0 50.0' 4" MIN. 5. ALL JOINTS SHALL BE GROUTED. Northeast I 6 STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR I " / STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) I 6 PVC SDR \ I 6_1/2" WITH A HIGH SOLIDS URETHANE COATING; SIDE SEWER � CONCRETE RISER BY PIPE INC., WASSER MC- CONSEAL OR APPROVED EQUAL; I 1 I O MIN. 2% --- 4 3 0 ---� / MIN. " OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. •--4 � 1 � 48 CONNECT NEW fi' SIDE v W SLOPE (TYP) I 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE I WITH ASTM C --443. `� a _ I • 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE SEWER TO EXIST MAIN ® � -- TA 1 +25 DIAMETER OF THE LARGEST PIPE. STA 1 +25 I o 6" MIN F�FE: I I " -�--- _ 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK I o� SEWER STUB O MIN. 2� 431.0 a I 12 (TYP) MAX. PIPE SIZE 21 I.D. APT EX. PAVEMENT rn >� O IE: 426.0 o ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL. PATCH PER CITY � `�' \ � ..-'i �- LADDER -STD. ALUMINUM STANDARDS � I I \ j I_ I .�---- -' I I MORTAR OR GALVANIZED STEEL I o ----� I CONCRETE SHELF ----- FILLET CONNECT NEW 6' SIDE I � ---- I „ r- SEWER TO EXIST MAIN O I 1 1 I _ _„ _,,,,, _ _ MIN FF I I ° 1 x PRECAST BASE SECTION STA 1+56 I ° TA 1 + 90.0 4 I OR CAST IN SHELF. L 6" SEWS STUB O MIN. 27* MIN FFE: I • A. Power box U u 1 IE: 426.0 j 427'0 -� II cn a e meter so.0 I s~ MIN. r ► . ,� , ,• . . I 3 Q I ,n _ .... Cb ---- -! 6" MIN. (lYP) &4NUARY MA?Qi= DEEAM I 4� I I I / � I $14 MIN FFE _ \� I II - I I I SANITARY MANHOLE TYPICAL, DETAIL M• R" e STA O M H a NOT TO SCALE -Y I o II I o 6" SEWER STUB I II I MIN FFE. to 20.0 O MIN. 2% � I II 431.0 STA 1+78 I IE: 423.5 (D z1 I ( 6 SEWER STUB I I N Water I �0) cn I I / I O MIN. 2% I I --' STA O MH� I l IE: 423.5 meter III r--I g I _ 90.0 .- » �, 6 SE,WR STUB ,N J O MIN. 27* I ) n / IE: 42Z_..,5 Water I II �'j s�,�° I r'� I r ✓ meter � \ TRA C5 cl:� U) rn : ' o --.- � . E I VE I a II �iy z I --..- MIN FFE. I \ _ • �. _ 4 i 2 - _ Q �'-- 4 8.0 \\ "� MINNFFE: R45. 0' 20 _r- --- ` d- 431.0 © I Z rr u� 0.50 1 `` -- ----- \, I� I d- � M �-- 8 2 S Driveway w ITA 0 +95 �, I STA 1 +43 6 C SDR �--- -_ (f� I- Y I I JI • 6" SEWER STS 6" SEWERS B J 3 SIDE SEWER 1 -___ �"- W Q Ex CATCH BASIN I I �'' , v I I O. MIN. 271a- O MIN. 2% J ,q.! O MIN. 2% I � � -�- RIM 433.55 v + IE. 425.0 I.... 424.0 �'Y SLOPE TYP -- I mss_ �,. C > r ..... 6" "PVC IE 429.57 N � a � � ._--- ._�___ I .�, �.. 1 1 � I � � STA-0 MH 2 ADS IE 429.39 W II � --' -le I ~--- 1 ,tf --'C* MIN FFE: ---- ``'`..... 1 12" ADS !E 429.35E i `'� N I ' - - _ - _ - - 6" SEWER STUB 426.0 / �-_. . 1 I W I O MIN. 2% o ,.., 1 0 to '�- 1 IE: o 423.0 (6 \ '' 1 I N n 1 LLSEWER MAIN O 4-Wo I .- Drivew r: a 1 y I + �4_ 5 0+50 2+50 11 ROW- ---I 15 DRAINAGE EASEMENT - 1 tn 00 'To � Queen Avenue o rth s t .. I I NE TRACT WATER MAIN B p 1 � I 1 8 " IN W W W W W W ..r -- ---- DRAINGE POND n II FH `3D-�`-- 1.43 SO0 07 43 W 315.02' I q Power . HOUSE ,� Water (� I I I X IST meter I 111 pole - - - - -- - - - TJ B 6 I I STA 2+ 4.5 NE 1 h p I ( 9t ST) _ _ -`~- gl ' I 1 STA 0 +0 (SEWER MAIN) / STA 2 +15 (SEWER MAIN) -- ( WE (��' CJB v l " STA 2 +20, 5 LT (QUEEN A) -41 0 1 ( I CONSTRUCT NEW MH 1 OVER E T 8 MAIN �.. _ - AN SEWER MH #2 (STD H, 48 I I _ STD. M H, 48 D I A \ RIM: Water �Z b . o I 0 I I 3 3•R RIM: #(AD 9. -GR meter TS T IE: 46 ( 8 PVC, N ) �2 o . 33 IE: 4� (EXIS. 8 " �E-& w) J Driveway 4 2o. 54- I E: 4z0-.b- (NEW 8 ", S) p CONTRACTOR TO VERIFY ELEVATIONS - PRIOR TO CONSTRUCTION L I I I I I - Ex CATCH BASIN �-V' RIM 433.89 I I Ex Hydrant 12 ADS IE 429.95 NW r 12" ADS IE 429.90 EG - 0 I - 0 U Gas � p Sign Edge Of sphalt N d- N G m Sts i o NOTE. GA 0 rn Gas j -� r - . .r `._.. tv o0 o rke G J - - - _- Q - ALL TRENCH RESTORATION SHALL BE PER co z G osts G o _ Sidewalk ��� I �- CURRENT CITY F � l.- o ,� a O RENTCJN TRENCH G G - - - -- Flow line of RESTORATION AND STREET OVERLAY G _ vertical curb a� - & utter G _ �' r 9 Water valve -- --- -- - ----'W REQUIREMENTS. G G _ - - - M :I - -- >- e n venue al a rn C Northeast 0 I box o m 0 Cn 2 C c .0 I 23 tion 5 E. Flow --- --- - l l n e of ; --�, _ o ( found took In lead. Visited August 7th, East 1/4 corner of 2001. fi n 4.Townshi .n e LLJ R o a 0 0 Ex SANITARY SEWER MANHOLE A PORTION of the S.E. 1/4, SECTION 4, TOWN SHIP �� . Ex STORM DRAIN MANHOLE I } RIM 434.78 RANGE 5 E*pMme RIM 434.55 'Ives I I I o 8" PVC IE 419.58\W „ MANHOLE FRAME AND COVER 12 ADS IE 423.39 W I 1 8 PVC IE 419.54 E 6 SEE DRAWING 8829 12" ADS IE 422.90 E �I � 8" PVC IE 419.50 N ``{ ~ 25" " NOTES: 12" ADS IE 422.67 N I I I p A 12 MAX ADJUSTMENT (4 MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY I I \ D � STEPS OR EQUAL. CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS r 21" ARE INSTALLED. I \ ✓ RUBBER GASKETED JOINTS 3. CASTING TO BE PER DRAWING BR29. vTI v e Redmond Ave 15. N o 0 0 5 3 2 E 6 3 9 . $ $ 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST IN ACCORDANCE WITH ASTM C -443 CONCRETE. 90.0' \ 80.0 50.0 50.0' 4" MIN. 5. ALL JOINTS SHALL BE GROUTED. Northeast I 6 STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR I " / STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) I 6 PVC SDR \ I 6_1/2" WITH A HIGH SOLIDS URETHANE COATING; SIDE SEWER � CONCRETE RISER BY PIPE INC., WASSER MC- CONSEAL OR APPROVED EQUAL; I 1 I O MIN. 2% --- 4 3 0 ---� / MIN. " OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. •--4 � 1 � 48 CONNECT NEW fi' SIDE v W SLOPE (TYP) I 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE I WITH ASTM C --443. `� a _ I • 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE SEWER TO EXIST MAIN ® � -- TA 1 +25 DIAMETER OF THE LARGEST PIPE. STA 1 +25 I o 6" MIN F�FE: I I " -�--- _ 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK I o� SEWER STUB O MIN. 2� 431.0 a I 12 (TYP) MAX. PIPE SIZE 21 I.D. APT EX. PAVEMENT rn >� O IE: 426.0 o ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL. PATCH PER CITY � `�' \ � ..-'i �- LADDER -STD. ALUMINUM STANDARDS � I I \ j I_ I .�---- -' I I MORTAR OR GALVANIZED STEEL I o ----� I CONCRETE SHELF ----- FILLET CONNECT NEW 6' SIDE I � ---- I „ r- SEWER TO EXIST MAIN O I 1 1 I _ _„ _,,,,, _ _ MIN FF I I ° 1 x PRECAST BASE SECTION STA 1+56 I ° TA 1 + 90.0 4 I OR CAST IN SHELF. L 6" SEWS STUB O MIN. 27* MIN FFE: I • A. Power box U u 1 IE: 426.0 j 427'0 -� II cn a e meter so.0 I s~ MIN. r ► . ,� , ,• . . I 3 Q I ,n _ .... Cb ---- -! 6" MIN. (lYP) &4NUARY MA?Qi= DEEAM I 4� I I I / � I $14 MIN FFE _ \� I II - I I I SANITARY MANHOLE TYPICAL, DETAIL M• R" e STA O M H a NOT TO SCALE -Y I o II I o 6" SEWER STUB I II I MIN FFE. to 20.0 O MIN. 2% � I II 431.0 STA 1+78 I IE: 423.5 (D z1 I ( 6 SEWER STUB I I N Water I �0) cn I I / I O MIN. 2% I I --' STA O MH� I l IE: 423.5 meter III r--I g I _ 90.0 .- » �, 6 SE,WR STUB ,N J O MIN. 27* I ) n / IE: 42Z_..,5 Water I II �'j s�,�° I r'� I r ✓ meter � \ TRA C5 cl:� U) rn : ' o --.- � . E I VE I a II �iy z I --..- MIN FFE. I \ _ • �. _ 4 i 2 - _ Q �'-- 4 8.0 \\ "� MINNFFE: R45. 0' 20 _r- --- ` d- 431.0 © I Z rr u� 0.50 1 `` -- ----- \, I� I d- � M �-- 8 2 S Driveway w ITA 0 +95 �, I STA 1 +43 6 C SDR �--- -_ (f� I- Y I I JI • 6" SEWER STS 6" SEWERS B J 3 SIDE SEWER 1 -___ �"- W Q Ex CATCH BASIN I I �'' , v I I O. MIN. 271a- O MIN. 2% J ,q.! O MIN. 2% I � � -�- RIM 433.55 v + IE. 425.0 I.... 424.0 �'Y SLOPE TYP -- I mss_ �,. C > r ..... 6" "PVC IE 429.57 N � a � � ._--- ._�___ I .�, �.. 1 1 � I � � STA-0 MH 2 ADS IE 429.39 W II � --' -le I ~--- 1 ,tf --'C* MIN FFE: ---- ``'`..... 1 12" ADS !E 429.35E i `'� N I ' - - _ - _ - - 6" SEWER STUB 426.0 / �-_. . 1 I W I O MIN. 2% o ,.., 1 0 to '�- 1 IE: o 423.0 (6 \ '' 1 I N n 1 LLSEWER MAIN O 4-Wo I .- Drivew r: a 1 y I + �4_ 5 0+50 2+50 11 ROW- ---I 15 DRAINAGE EASEMENT - 1 tn 00 'To � Queen Avenue o rth s t .. I I NE TRACT WATER MAIN B p 1 � I 1 8 " IN W W W W W W ..r -- ---- DRAINGE POND n II FH `3D-�`-- 1.43 SO0 07 43 W 315.02' I q Power . HOUSE ,� Water (� I I I X IST meter I 111 pole - - - - -- - - - TJ B 6 I I STA 2+ 4.5 NE 1 h p I ( 9t ST) _ _ -`~- gl ' I 1 STA 0 +0 (SEWER MAIN) / STA 2 +15 (SEWER MAIN) -- ( WE (��' CJB v l " STA 2 +20, 5 LT (QUEEN A) -41 0 1 ( I CONSTRUCT NEW MH 1 OVER E T 8 MAIN �.. _ - AN SEWER MH #2 (STD H, 48 I I _ STD. M H, 48 D I A \ RIM: Water �Z b . o I 0 I I 3 3•R RIM: #(AD 9. -GR meter TS T IE: 46 ( 8 PVC, N ) �2 o . 33 IE: 4� (EXIS. 8 " �E-& w) J Driveway 4 2o. 54- I E: 4z0-.b- (NEW 8 ", S) p CONTRACTOR TO VERIFY ELEVATIONS - PRIOR TO CONSTRUCTION L I I I I I - Ex CATCH BASIN �-V' RIM 433.89 I I Ex Hydrant 12 ADS IE 429.95 NW r 12" ADS IE 429.90 EG - 0 I - 0 U Gas � p Sign Edge Of sphalt N d- N G m Sts i o NOTE. GA 0 rn Gas j -� r - . .r `._.. tv o0 o rke G J - - - _- Q - ALL TRENCH RESTORATION SHALL BE PER co z G osts G o _ Sidewalk ��� I �- CURRENT CITY F � l.- o ,� a O RENTCJN TRENCH G G - - - -- Flow line of RESTORATION AND STREET OVERLAY G _ vertical curb a� - & utter G _ �' r 9 Water valve -- --- -- - ----'W REQUIREMENTS. G G _ - - - M :I - -- >- e n venue al rn C Northeast I box m Cn 2 C c .0 I 23 tion 5 E. Flow --- --- - l l n e of ; --�, _ o ( found took In lead. Visited August 7th, e LLJ R o a 0 0 Ex SANITARY SEWER MANHOLE A PORTION of the S.E. 1/4, SECTION 4, TOWN SHIP �� . Ex STORM DRAIN MANHOLE I } RIM 434.78 RANGE 5 E*pMme RIM 434.55 'Ives I I I o 8" PVC IE 419.58\W „ MANHOLE FRAME AND COVER 12 ADS IE 423.39 W I 1 8 PVC IE 419.54 E 6 SEE DRAWING 8829 12" ADS IE 422.90 E �I � 8" PVC IE 419.50 N ``{ ~ 25" " NOTES: 12" ADS IE 422.67 N I I I p A 12 MAX ADJUSTMENT (4 MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY I I \ D � STEPS OR EQUAL. CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS r 21" ARE INSTALLED. I \ ✓ RUBBER GASKETED JOINTS 3. CASTING TO BE PER DRAWING BR29. vTI v e Redmond Ave 15. N o 0 0 5 3 2 E 6 3 9 . $ $ 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST IN ACCORDANCE WITH ASTM C -443 CONCRETE. 90.0' \ 80.0 50.0 50.0' 4" MIN. 5. ALL JOINTS SHALL BE GROUTED. Northeast I 6 STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR I " / STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) I 6 PVC SDR \ I 6_1/2" WITH A HIGH SOLIDS URETHANE COATING; SIDE SEWER � CONCRETE RISER BY PIPE INC., WASSER MC- CONSEAL OR APPROVED EQUAL; I 1 I O MIN. 2% --- 4 3 0 ---� / MIN. " OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. •--4 � 1 � 48 CONNECT NEW fi' SIDE v W SLOPE (TYP) I 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE I WITH ASTM C --443. `� a _ I • 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE SEWER TO EXIST MAIN ® � -- TA 1 +25 DIAMETER OF THE LARGEST PIPE. STA 1 +25 I o 6" MIN F�FE: I I " -�--- _ 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK I o� SEWER STUB O MIN. 2� 431.0 a I 12 (TYP) MAX. PIPE SIZE 21 I.D. APT EX. PAVEMENT rn >� O IE: 426.0 o ADAPTOR. KOR -N -SEAL BOOTS OR APPROVED EQUAL. PATCH PER CITY � `�' \ � ..-'i �- LADDER -STD. ALUMINUM STANDARDS � I I \ j I_ I .�---- -' I I MORTAR OR GALVANIZED STEEL I o ----� I CONCRETE SHELF ----- FILLET CONNECT NEW 6' SIDE I � ---- I „ r- SEWER TO EXIST MAIN O I 1 1 I _ _„ _,,,,, _ _ MIN FF I I ° 1 x PRECAST BASE SECTION STA 1+56 I ° TA 1 + 90.0 4 I OR CAST IN SHELF. L 6" SEWS STUB O MIN. 27* MIN FFE: I • A. Power box U u 1 IE: 426.0 j 427'0 -� II cn a e meter so.0 I s~ MIN. r ► . ,� , ,• . . I 3 Q I ,n _ .... Cb ---- -! 6" MIN. (lYP) &4NUARY MA?Qi= DEEAM I 4� I I I / � I $14 MIN FFE _ \� I II - I I I SANITARY MANHOLE TYPICAL, DETAIL M• R" e STA O M H a NOT TO SCALE -Y I o II I o 6" SEWER STUB I II I MIN FFE. to 20.0 O MIN. 2% � I II 431.0 STA 1+78 I IE: 423.5 (D z1 I ( 6 SEWER STUB I I N Water I �0) cn I I / I O MIN. 2% I I --' STA O MH� I l IE: 423.5 meter III r--I g I _ 90.0 .- » �, 6 SE,WR STUB ,N J O MIN. 27* I ) n / IE: 42Z_..,5 Water I II �'j s�,�° I r'� I r ✓ meter � \ TRA C5 cl:� U) rn : ' o --.- � . E I VE I a II �iy z I --..- MIN FFE. I \ _ • �. _ 4 i 2 - _ Q �'-- 4 8.0 \\ "� MINNFFE: R45. 0' 20 _r- --- ` d- 431.0 © I Z rr u� 0.50 1 `` -- ----- \, I� I d- � M �-- 8 2 S Driveway w ITA 0 +95 �, I STA 1 +43 6 C SDR �--- -_ (f� I- Y I I JI • 6" SEWER STS 6" SEWERS B J 3 SIDE SEWER 1 -___ �"- W Q Ex CATCH BASIN I I �'' , v I I O. MIN. 271a- O MIN. 2% J ,q.! O MIN. 2% I � � -�- RIM 433.55 v + IE. 425.0 I.... 424.0 �'Y SLOPE TYP -- I mss_ �,. C > r ..... 6" "PVC IE 429.57 N � a � � ._--- ._�___ I .�, �.. 1 1 � I � � STA-0 MH 2 ADS IE 429.39 W II � --' -le I ~--- 1 ,tf --'C* MIN FFE: ---- ``'`..... 1 12" ADS !E 429.35E i `'� N I ' - - _ - _ - - 6" SEWER STUB 426.0 / �-_. . 1 I W I O MIN. 2% o ,.., 1 0 to '�- 1 IE: o 423.0 (6 \ '' 1 I N n 1 LLSEWER MAIN O 4-Wo I .- Drivew r: a 1 y I + �4_ 5 0+50 2+50 11 ROW- ---I 15 DRAINAGE EASEMENT - 1 tn 00 'To � Queen Avenue o rth s t .. I I NE TRACT WATER MAIN B p 1 � I 1 8 " IN W W W W W W ..r -- ---- DRAINGE POND n II FH `3D-�`-- 1.43 SO0 07 43 W 315.02' I q Power . HOUSE ,� Water (� I I I X IST meter I 111 pole - - - - -- - - - TJ B 6 I I STA 2+ 4.5 NE 1 h p I ( 9t ST) _ _ -`~- gl ' I 1 STA 0 +0 (SEWER MAIN) / STA 2 +15 (SEWER MAIN) -- ( WE (��' CJB v l " STA 2 +20, 5 LT (QUEEN A) -41 0 1 ( I CONSTRUCT NEW MH 1 OVER E T 8 MAIN �.. _ - AN SEWER MH #2 (STD H, 48 I I _ STD. M H, 48 D I A \ RIM: Water �Z b . o I 0 I I 3 3•R RIM: #(AD 9. -GR meter TS T IE: 46 ( 8 PVC, N ) �2 o . 33 IE: 4� (EXIS. 8 " �E-& w) J Driveway 4 2o. 54- I E: 4z0-.b- (NEW 8 ", S) p CONTRACTOR TO VERIFY ELEVATIONS - PRIOR TO CONSTRUCTION L I I I I I - Ex CATCH BASIN �-V' RIM 433.89 I I Ex Hydrant 12 ADS IE 429.95 NW r 12" ADS IE 429.90 EG - 0 I - 0 U Gas � p Sign Edge Of sphalt N d- N G m Sts i o NOTE. GA 0 rn Gas j -� r - . .r `._.. tv o0 o rke G J - - - _- Q - ALL TRENCH RESTORATION SHALL BE PER co z G osts G o _ Sidewalk ��� I �- CURRENT CITY F � l.- o ,� a O RENTCJN TRENCH G G - - - -- Flow line of RESTORATION AND STREET OVERLAY G _ vertical curb a� - & utter G _ �' r 9 Water valve -- --- -- - ----'W REQUIREMENTS. G G _ - - - M :I - -- >- e n venue al M Northeast I box I &fjh 1/4 comers of 2 retaining wall I 23 tion 5 E. Flow --- --- - l l n e of ; --�, _ o ( found took In lead. Visited August 7th, East 1/4 corner of 2001. fi n 4.Townshi extruded curb - found ►nanume t, Incosed. COR 1325 Vleite0 August 7th, 21 Ex SANITARY SEWER MANHOLE '19'28" 5190.24' RIM 435.33 1308.03' 653.02' 653.02' 8 PVC IE 421.19 N 8" PVC IE 421.04 W 0 8" PVC IE 420.99 E west t/4 comer of Section 4.Taw .. > " brass disk with '' 3 W Incased. C�'ty of i;+E 1 th ST. 326.93 SW Renton Control I 14 41 . 307.72' Point No.369. Visited August 7th. 2001. 326.93' o c . �(1 M 02 N 1309.0 3 7.3 654.70' sea' 2618.81 z CONTROL DIA GR" c-,t>.-5-- 3,z43C>/ 41 11 soF lZ mac¢ 5a►lcre.�y�Jrc+.�¢-.�r,� � - __ 6 G� _r G AS - BU II.�T m PER F ieLD suRVEY �y Cf.N`tit.E. P� i►�TE SuavEY i"G, �� Jo RECOMMENDED FOR APPROVAL s,rn;ssion I�ne . - OWe{ - - _ �. GRAPHIC SCALE 20 0 10 20 40 80 G7 8Y.• �.L„•.�h h--�- DATf• ilk oor "' � ' � (IN FEET ) , inch = zo• rt. LUA 04 -119 BY- 6wilngkilw�I. DATE: - �- l�F-'� , ASS /�1VAL 3�05 ENGINEER: EXPIRES: 312006 J EGER ENGINEERING IIII WE RQL� 2 Q DATE.• DATE.• NO. REVISION BY APPR. DATE MIRY 110 s. 9419 South 204th Place Kent, WA. 98031 Phone No. (253) 850-0934 Fox No. (253) 850-0155 SCAnMEO OCT 2 8 fi005 r � N00 *07243 "E 324.41 += I T"V C:) IF Ft E W T O W DEPARTMENT OF PUBLIC WORKS SAN. SEWER PLAN SUNSET CREST SHORT PLAT DESIGNED: JJJ DATE: 2/10/05 FILE NAME: DRAWN: JJJ CHECKED: JJJ SCALE: 10=20' FIELD 11OM: PAGE. APPROVE: "CcToft CW ft,eu SHEET: 7 OF. 12 7z 8 6 4