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HomeMy WebLinkAbout1.2-6663 Ph 1 & 2 RevisionLEGEND: CONSTRUCT SEWER ABBREVI TArIONS CL CENTERLINE INV INVERT SD STORM DRAIN MH MANHOLE CB CATCH BASIN JB JUNCTION BOX SMH SEWER MANHOLE SCO- SEWER CLEANOUT SDMH STORM DRAIN MANHOLE EXIST EXISTING ELEV ELEVATOR R f W RIGHT OF WAY 'AA , 313 22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION ask — r — - PHASE BOUNDARY Y • s CONSTRUCT SEWER PER CITY STANDARDS 1639 CONSTRUCT SEWER MANHOLE i = ZVV TYPE °A° PER C.O.B. STD. S-7. 0 CONSTRUCT SEWER CLEANOUT M1m PER C.O.B. STD. S-20. EA Ou CONSTRUCT STORM DRAIN PER CITY STANDARDS OF SHEETS CONSTRUCT STORM DRAIN LI,-IMPROVEM MANHOLE TYPE 'A' PER GOB, STD. S-7. 2249 CONSTRUCT CATCH BASIN 8 TYPE 'A' PER C.O.B. STD. S-12. -------------ar— WATER LINE SHOWN AT LOCATIONS OF PIPE CROSSINGS TENTATIVECITY OF BAKERSFIELD KERN COUNTY CALIFORNIA SEWER AND STORM DRAIN PLANS FOR VESTING TRACT NO. 6663 PHASiEor" "t & 2 7(t rex,::.r;,;rEx cc,AEaax=fi:+s.:aA,_ ar': t Its. I ✓�I�r9'.:�.c, f-F�,f✓y�it! 6ZZ 0=0== i LAao ©a® I LF LINE 1639 LF f ti i = ZVV LF LS 3859 to M1m (DDENOTES SHEETS NUMBER EA Ou 2 INDEX OF SHEETS : LI,-IMPROVEM TOTAL DRAIN LINE 2249 LF PHASE 1 SHALL. ® STK0C.7lCP M T, 8 EA a< SHEET EA TITLE R& -RVR 'TIC Sh5err1A Pon a C t -F -X> e A j 1. COVER SHEET Key WP NN<LVbjN6 AN6-AjbAAUN3HPEIwC4r 2. a 6 Vt 3. TULIA LANE & CROOM LANE ;I i w 4. BANGOR PLACE m I +- !�5. U4R 7(t rex,::.r;,;rEx cc,AEaax=fi:+s.:aA,_ ar': t Its. I ✓�I�r9'.:�.c, f-F�,f✓y�it! 6ZZ 0=0== i LAao ©a® I FL MULTIPLE UTILITY TRENCH A SEWER MAIN A, R 5' I T1P STAMP AN "S" 5° WATERLINE - <a FACT RBB TYP FINISHED STREET O SEWER IEIERAL GRADE 1ss' sC^ o O 7' MAX. 7' MAX. TYP. * fis't�Mou Rv: 12.c,c 333x2- DATS Y$ IdN. j% MIN. - e LATERA. GYES �: „` _ ...- -:..^ ' "~,�--a° LATERAL ONE) A r, ICE `"� ^^ — ~ SET LATERAL PROVIDING PROPER Af'F'2cv MY ON DEEP SEWER, SLOPE LATERALS �� / TO LOT LINE SO THAT THE END OF CLEARANCE UNDER WATERLINE AND p.nnirE�- F^Ofu-,a LATERAL IS WITHIN REQUIRED GOUTY TRENCHES TOLERANCE. NOTE: CONTRACTOR TO VERIFY THAT WATER DETAIL MAIN AND SEWER LATERAL CROSSINGS TYPICAL SEWER LATERAL INSTALLATION ARE IN CONFORMANCE WITH CALIFORNIA HEALTH CODE REQUIREMENTS. # FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAIN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA CARD) PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. md ylu14111 1 Wim, NO SCALE ROVEMENTS T LINE '1526 [t1�AN !MINS LF LINE 1639 LF DCALt: i = ZVV LF LS 3859 LF MAN LE (DDENOTES SHEETS NUMBER EA Ou 2 INDEX OF SHEETS : LI,-IMPROVEM TOTAL DRAIN LINE 2249 LF PHASE 1 SHALL. ® STK0C.7lCP M T, 8 EA a< SHEET EA TITLE R& -RVR 'TIC Sh5err1A Pon a C t -F -X> e A j 1. COVER SHEET Key WP NN<LVbjN6 AN6-AjbAAUN3HPEIwC4r 2. NOTES & SPECIFICATIONS 6 Vt 3. TULIA LANE & CROOM LANE 4. BANGOR PLACE m a, !�5. U4R SUNCHASE DRIVE 6. SHANAGOLDEN STREET 8e NAVAN PLACE i. SUMP & TEMPORARY SUMP DETAILS FL MULTIPLE UTILITY TRENCH A SEWER MAIN A, R 5' I T1P STAMP AN "S" 5° WATERLINE - <a FACT RBB TYP FINISHED STREET O SEWER IEIERAL GRADE 1ss' sC^ o O 7' MAX. 7' MAX. TYP. * fis't�Mou Rv: 12.c,c 333x2- DATS Y$ IdN. j% MIN. - e LATERA. GYES �: „` _ ...- -:..^ ' "~,�--a° LATERAL ONE) A r, ICE `"� ^^ — ~ SET LATERAL PROVIDING PROPER Af'F'2cv MY ON DEEP SEWER, SLOPE LATERALS �� / TO LOT LINE SO THAT THE END OF CLEARANCE UNDER WATERLINE AND p.nnirE�- F^Ofu-,a LATERAL IS WITHIN REQUIRED GOUTY TRENCHES TOLERANCE. NOTE: CONTRACTOR TO VERIFY THAT WATER DETAIL MAIN AND SEWER LATERAL CROSSINGS TYPICAL SEWER LATERAL INSTALLATION ARE IN CONFORMANCE WITH CALIFORNIA HEALTH CODE REQUIREMENTS. # FOR SHALLOW INSTALLATION OF SEWER LATERALS FROM SHALLOW SEWER MAINS, THE SEWER LATERALS MUST CROSS OVER THE WATER OR UTILITY TRENCH. THESE INSTALLATIONS MUST RECEIVE SPECIAL TREATMENT FOR LATERALS WHEN CROSSING OVER THE WATERMAIN. A SEWER LATERAL CROSSING ABOVE A WATER MAIN SHALL BE CONSTRUCTED OF A CONTINUOUS 20' SECTION OF CLASS 200 (DR 14 PER AWWA CARD) PLASTIC PIPE OR EQUIVALENT, CENTERED ON THE PIPE BEING CROSSED. md ylu14111 1 Wim, NO SCALE ROVEMENTS T LINE '1526 [t1�AN !MINS LF LINE 1639 LF �IENE ,e^'rr" 1354 LF LS 3859 LF MAN LE 16 EA Ou 2 EA M LI,-IMPROVEM TOTAL DRAIN LINE 2249 LF N MANHOLESS 8 EA a< \11 EA r L't.f?-NA PivF'mNr DATE 2.G.�: :i6tc2 q lo1z t t SMFt'P $EN4 - DATE ) QuAQ-rrT'Y - NOTE: O r THE START OF OF CONSTRUCTION, ■ r INSPECTION 24 HOURS r r 326-3049 2. AH MATERIALS SUPPLIED FOR THIS PROJECT REQUIREWILL OF STATING THAT THE REQUIREMENTS & STANDARDS. FORTHSET BY OF r , 1 HAVE BEEN MET. 3. NO CITY INSPE011ONS WILL, BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT NTH APPROPRIATE BEEN,HAS OBTAINE r -Z-/4 'A .li :I ili.I. 'III ILII. i -� a c • rWE • r a e i_, r REVIEWED BY: ' } . ._. ✓, CAD j- I }- I ASSISTANT PUBUC WORKS DIRECTOR THE BEARING OF N88SHOWN LINE '57'42'E, NORTHEAST • - ONORTH• MDLWL, RECORD OF SURVEY BOOK 2% PAGE 100 IN THE OFFICE OF THE KERN SHOWNCOUNTY SURVEYOR, WAS TAKEN AS THE BASIS OFBEARINGS BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERUNE INTERSECTION OF RELIANCE DRIVE FIREBAUGH STREET. PER TRACT NO. 5845 PHASES A—D, NOW ELEVMAP LEGAL DESCRIPTION: THE NORTH QUARTER SECTION M.D,M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. ( I F- � o Q M M I Q A,' 8 a< a w A Q rim 6 Vt m a, — ('4 i,C lz A5 iA i 4 )"ll 11 a a• a, — ('4 i,C lz A5 iA i 4 )"ll 11 1 ' \ '\ 10 \ 9 \ Si SM 8 1 __moi i g 1 CO /� 1 1 ' , ` 1 I 7 , 1 1 I W W 1 -----6 --- w w I Qca �Wi 5 w ; �j ZQ1 W---------- o 1 0j� 4 Q ------ z 6) LL I W 3 co 1 � , 1 1 I 2 I I ' ,r 1 tSEWER LUG - i IIS i OR 1SEE NOTE "CC" ------ / END SEWER 1 10"S _ CONSTRUCTION FOR PHASE 1 DMH f CAP 10" SEWER FOR i FUTURE CONNECTION i I , , S M I SEWER IMPROVEMENTS PHASE 1 6" SEWER LINE 593 LF 8" SEWER LINE 1235 LF 10" SEWER LINE 1354 LF 4" LATERALS 2371 LF STANDARD MANHOLE 10 EA SEWER CLEAN OUT 2 EA STORM DRAIN IMPROVEMENTS � 18" STORM DRAIN LINE 1605 LF STORM DRAIN MANHOLES 7 EA CATCH BASINS 5 EA OUTLET STRUCTURES 1 EA R, 25 24 23 I 22 21 19 I ( PHASE .2 � 31 32 I I 26 27 28 j 29 I 30 PHASE B01DARY— i I CB 11 _ I SEE NOTE "CC" E OTE "EE" I i 69 I I PHASE 2 933 LF 404 LF 1288 LF 6 EA 2 EA 630 LF 1 EA 6 EA TOTAL 1526 LF 1639 LF 1354 LF 3659 LF 16 EA 2 EA TOTAL 2235 LF 8 EA 11 EA 1 EA I SEWER LATERAL SEE NOT "DD" (TYP.) 68 i 67 66 i 65 PHASE 2_ PHA EXISTING COMMERCIAL SITE I 1 i 51 52 53 ; 54 1 55 B 5 EE NOTE "FF" i SUNCHASE DRIVE /L^� -- - — - CB 6 SEE NOTE "CC SEWER LATERAL SEE NOTE "DD" Owl h I I I I (TYP..) W 64 J I I 63 i 62 i 61 i 60 i 59 i 58 157 56 U I I I I I I I I I SE 3 END SEWER (NOT A PART) CONSTRUCTION FOR PHASE 1 CAP 10" SEWER FOR FUTURE CONNECTION KEY MAP LEGEND: PHASE 1 CONSTRUCTION CB CATCH BASIN DMH DRAIN MANHOLE SMH SEWER MANHOLE SCO SEWER CLEANOUT /— PIPE SIZE 8'S— UTILITY S=SEWER D=DRAIN NOTES: CC: STORM DRAIN LINE TO BE CONSTRUCTED WITH PHASE 1, CATCH BASIN STRUCTURES IN PHASE 2 SHALL BE CONSTRUCTED WITH PHASE 2, PLUG DRAIN LINE ® END FOR FUTURE CONNECTION TO CATCH BASIN. DD: SEWER MAIN LINE AND LATERALS TO BE CONSTRUCTED WITH PHASE 1. EE: OUTLET STRUCTURE TO BE CONSTRUCTED WITH PHASE 1. FF: CURB & GUTTER AND CATCH BASIN TO BE CONSTRUCTED WITH PHASE 1 (SEE ALSO STREET PLAN). a REVISION APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION APPROVED BY: �f DANIEL PADILLA R.C.E. 67008 DATE 1 , I 1 1 1 I � I 25 24 23 I 22 21 19 I ( PHASE .2 � 31 32 I I 26 27 28 j 29 I 30 PHASE B01DARY— i I CB 11 _ I SEE NOTE "CC" E OTE "EE" I i 69 I I PHASE 2 933 LF 404 LF 1288 LF 6 EA 2 EA 630 LF 1 EA 6 EA TOTAL 1526 LF 1639 LF 1354 LF 3659 LF 16 EA 2 EA TOTAL 2235 LF 8 EA 11 EA 1 EA I SEWER LATERAL SEE NOT "DD" (TYP.) 68 i 67 66 i 65 PHASE 2_ PHA EXISTING COMMERCIAL SITE I 1 i 51 52 53 ; 54 1 55 B 5 EE NOTE "FF" i SUNCHASE DRIVE /L^� -- - — - CB 6 SEE NOTE "CC SEWER LATERAL SEE NOTE "DD" Owl h I I I I (TYP..) W 64 J I I 63 i 62 i 61 i 60 i 59 i 58 157 56 U I I I I I I I I I SE 3 END SEWER (NOT A PART) CONSTRUCTION FOR PHASE 1 CAP 10" SEWER FOR FUTURE CONNECTION KEY MAP LEGEND: PHASE 1 CONSTRUCTION CB CATCH BASIN DMH DRAIN MANHOLE SMH SEWER MANHOLE SCO SEWER CLEANOUT /— PIPE SIZE 8'S— UTILITY S=SEWER D=DRAIN NOTES: CC: STORM DRAIN LINE TO BE CONSTRUCTED WITH PHASE 1, CATCH BASIN STRUCTURES IN PHASE 2 SHALL BE CONSTRUCTED WITH PHASE 2, PLUG DRAIN LINE ® END FOR FUTURE CONNECTION TO CATCH BASIN. DD: SEWER MAIN LINE AND LATERALS TO BE CONSTRUCTED WITH PHASE 1. EE: OUTLET STRUCTURE TO BE CONSTRUCTED WITH PHASE 1. FF: CURB & GUTTER AND CATCH BASIN TO BE CONSTRUCTED WITH PHASE 1 (SEE ALSO STREET PLAN). a REVISION APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION APPROVED BY: �f DANIEL PADILLA R.C.E. 67008 DATE 1 , I 1 1 i J SCALE: 1" = 50' 50 25 0 so 100 ■ Ii S 1 Know what's below. Call before you dig. l�—(0467 f�I CITY RECORDS NO: 1 � ,w 00 w _Z --_ 1 � 0 X �m w o 1 ¢ i J SCALE: 1" = 50' 50 25 0 so 100 ■ Ii S 1 Know what's below. Call before you dig. l�—(0467 f�I CITY RECORDS NO: a 00 w _Z V 0 �m o ¢ O M O Z 63 U K a O Z I ¢ J o w U W w co m n s � M > U �iy � U Stii Q mN 0 N O N u W K 0 0 S �m Z N Q �a �za. m J < Q o O Y V N F- CO J a m z Q w t~i cl ¢w ~ � a LLJ x x N W T A LL C' ral --- -- -- -- -- EXISTING COMMERCIAL SITE - -- -- - ---- ---- 16 ; 17 ; 18 I r--- —1- -�- --f--- --?T ,----� TEMPORARY 6N-AROUNDI EASEMENT , 1 BY SEPARATE DOCUMENT fO BE CONSTRUCTEp WITH PHASE- 1 !2N' \ I I TO BE REMOVED WITH PH+ ) � 15 I 14 I 13 j 12 i 11 j 10 j 9 I 8 I 7 I1 6 � I cel - - -- ��-�-- -- --�-- --�-- --�-- --�-- --I-- T U� A L A _SCO 3 SMH 16 s ---- —s -+ SMH 15 SCO 15R ----------- CB 1 C 6„S s -- 8"S 8»S s s s- $-------- --- - L{ --moi DMH 8'�B 8- _ _ - 8"S SMH 10 s H 14 _ _ 6"S SM 4 8 T T T-- - _ q -T-- --1--- ° I I , , i END EWER CONS 1UCTION FOR PHASE 1 CB 3 I , TEMPORARY SEWER.CLEANOUT N0. 15R I ° 1 1 1 1 TOB CONSTRUCT D WITH PHAS 1 I Q H 1 (U�'---------- D" ' I i I I AND 0 BE REMO D WITH PHAS 2. 25 I 24 , 23 2 2 21 ; ; SEE HE 3R , , W 19 I I I V � 1 I I 1 SWI 7 I PH.a4SE�2 I 16 j 17 18 19 Ii I 1 I 2 j 3 j 4 5 Q. 1 I I I 1 I------ -I ----- I A 6 W 1 1 I i j 31 j 32 P' AS ' 1 Z 100 1 —�-----I------ I ------;—j 2; W 1 26 27 28 29 1 30 1 % W w �—--------- °� —I I I i 1 1 PHASE BOU(vDARY 0 > I I j 24 25 26 I 27 j 28 (I I� I ' r~n _ 20 21 22 j 23 z I �q 5 I� BA GOR PLACE '. Q W ( w --�-- --� - --- -- --�-- --�-- �� — - �- --�-- --�-- I BAN O R PLACE I ' -- Et _-�-- _-� -- _-�-- ° J SMH 13 SMH 12 ' 4 O 6's 5 8"S 8"S - -5-- ------.- - s - -- $-- --- - -— --- -- Q8 S SMH 9 6"Ss s SMH 11 � _ w 1 "T,- --- T- --- -- __ 1 END SWER CONSTRUCTION FOR PHASE 1 T r (� LL �__------- Q 1 i 35 i TEMPORARY SEWER CLEANOUT N0. .12R � I N I' I 1 I 1 34 I 33 TO BE CONSTRUCTED WITH PHASE � p.l l I I i i i ° AND T� BE REMOVE[ WITH PHASE 2. 3 `� I I I 39 1 38 37 36 'TEMPORARY TURN -AROUND EASEMENT SEE SliEE7 3R BY SEPARA DOCUMENT TO BE I I , 29 I CONSTRUCTE WITH PHASE '1 AND ' aI I 33 i 32 , 31 i 30 I ' I r-----------� 1 jTO BE REMOD WITH PHAJ'E 2. 37 1 36 1 35 1 34 �i I i 1 1 1 1 11 i co 00 , 2 ----------- 40 1 41 I rYP. ' I I z 1 I I 1 ITS 1 I I I I I 1 D I.. I 1 I I I r STUB AND PLUG , Ia I STUB AND PLUG I 42 I 4 3 i 4-/-�- i Ll-rj ' I I , , > ' 6" SEWER FOR 1 18" DRAIN FQR 1 1 ` 1 46 1 47 1 48 I 49 1 50 al 1 51 1 52 53 ' 54 I ' PHASE 2 I PHASE 2 I 1 I I I 1 ZI ' 1 55 1 CB 9 I^ CB 10 1 1 i i i ' ' 1 I C 4 q CB 5 1 ° SEE NOTE "CC" SEE NOT "CC” I ' ' S E NOTE 'FF" 'I 18 D SEE NOTE FF' I I -------- I -- -�-- --�-- ---� -- --�-- S U N C H A S E D R IV' E I --�- L- -_�__ __�_- -_ _ LL D 2 S U N C H A S E DRIVE END SEWER ° 10"S 18sD SMH 6 s 8"0 10"S SMH 5 10"S --L-- -- - -- -- _ s s s SMH 4 70"S . ; CONSTRUCTION FOR PHASE 1 - — - - — s � s s MH 3 (° 18 D DMH 6 -�18" DMH 5 DMH 7 --o -- p-� ---- _-- o --s -18.p - --- - -- --- -------- $_ 10"S $ SM2 `\` I MH 4 CAP 10' SEWER FOR 18"D 1 H 3 FUTURE CONNECTION z __— g'p DM -- CB 11 1 SEE NOTE ' SEWER LATERAL I a 1 I , T �S ' SEE NO DD" , SEE OTE "EE" I , SEE NOTE "CC" SEWER LATERAL I + 1 s (TYP.) I W 1 1 ' SEE NOTE"DD" i '} O I I O I �I I 1 I O I 1 , j 69 j 68 j 67 i 66 j 65 64 ¢al I 63 62 61 60 ' 59 ' 58 57 I 56 I P' ASe 2 S I ' I PHASE 3 END SEWER j (NOT A PART) CONSTRUCTION FOR PHASES 1 I EXISTING COMMERCIAL SITE ,w m v I o ry TYP. 1 10 �� 11 12 j 13 104 j 15 � \ I SEWER IMPROVEMENTS PHASE 1 I TULIA LANE ral --- -- -- -- -- EXISTING COMMERCIAL SITE - -- -- - ---- ---- 16 ; 17 ; 18 I r--- —1- -�- --f--- --?T ,----� TEMPORARY 6N-AROUNDI EASEMENT , 1 BY SEPARATE DOCUMENT fO BE CONSTRUCTEp WITH PHASE- 1 !2N' \ I I TO BE REMOVED WITH PH+ ) � 15 I 14 I 13 j 12 i 11 j 10 j 9 I 8 I 7 I1 6 � I cel - - -- ��-�-- -- --�-- --�-- --�-- --�-- --I-- T U� A L A _SCO 3 SMH 16 s ---- —s -+ SMH 15 SCO 15R ----------- CB 1 C 6„S s -- 8"S 8»S s s s- $-------- --- - L{ --moi DMH 8'�B 8- _ _ - 8"S SMH 10 s H 14 _ _ 6"S SM 4 8 T T T-- - _ q -T-- --1--- ° I I , , i END EWER CONS 1UCTION FOR PHASE 1 CB 3 I , TEMPORARY SEWER.CLEANOUT N0. 15R I ° 1 1 1 1 TOB CONSTRUCT D WITH PHAS 1 I Q H 1 (U�'---------- D" ' I i I I AND 0 BE REMO D WITH PHAS 2. 25 I 24 , 23 2 2 21 ; ; SEE HE 3R , , W 19 I I I V � 1 I I 1 SWI 7 I PH.a4SE�2 I 16 j 17 18 19 Ii I 1 I 2 j 3 j 4 5 Q. 1 I I I 1 I------ -I ----- I A 6 W 1 1 I i j 31 j 32 P' AS ' 1 Z 100 1 —�-----I------ I ------;—j 2; W 1 26 27 28 29 1 30 1 % W w �—--------- °� —I I I i 1 1 PHASE BOU(vDARY 0 > I I j 24 25 26 I 27 j 28 (I I� I ' r~n _ 20 21 22 j 23 z I �q 5 I� BA GOR PLACE '. Q W ( w --�-- --� - --- -- --�-- --�-- �� — - �- --�-- --�-- I BAN O R PLACE I ' -- Et _-�-- _-� -- _-�-- ° J SMH 13 SMH 12 ' 4 O 6's 5 8"S 8"S - -5-- ------.- - s - -- $-- --- - -— --- -- Q8 S SMH 9 6"Ss s SMH 11 � _ w 1 "T,- --- T- --- -- __ 1 END SWER CONSTRUCTION FOR PHASE 1 T r (� LL �__------- Q 1 i 35 i TEMPORARY SEWER CLEANOUT N0. .12R � I N I' I 1 I 1 34 I 33 TO BE CONSTRUCTED WITH PHASE � p.l l I I i i i ° AND T� BE REMOVE[ WITH PHASE 2. 3 `� I I I 39 1 38 37 36 'TEMPORARY TURN -AROUND EASEMENT SEE SliEE7 3R BY SEPARA DOCUMENT TO BE I I , 29 I CONSTRUCTE WITH PHASE '1 AND ' aI I 33 i 32 , 31 i 30 I ' I r-----------� 1 jTO BE REMOD WITH PHAJ'E 2. 37 1 36 1 35 1 34 �i I i 1 1 1 1 11 i co 00 , 2 ----------- 40 1 41 I rYP. ' I I z 1 I I 1 ITS 1 I I I I I 1 D I.. I 1 I I I r STUB AND PLUG , Ia I STUB AND PLUG I 42 I 4 3 i 4-/-�- i Ll-rj ' I I , , > ' 6" SEWER FOR 1 18" DRAIN FQR 1 1 ` 1 46 1 47 1 48 I 49 1 50 al 1 51 1 52 53 ' 54 I ' PHASE 2 I PHASE 2 I 1 I I I 1 ZI ' 1 55 1 CB 9 I^ CB 10 1 1 i i i ' ' 1 I C 4 q CB 5 1 ° SEE NOTE "CC" SEE NOT "CC” I ' ' S E NOTE 'FF" 'I 18 D SEE NOTE FF' I I -------- I -- -�-- --�-- ---� -- --�-- S U N C H A S E D R IV' E I --�- L- -_�__ __�_- -_ _ LL D 2 S U N C H A S E DRIVE END SEWER ° 10"S 18sD SMH 6 s 8"0 10"S SMH 5 10"S --L-- -- - -- -- _ s s s SMH 4 70"S . ; CONSTRUCTION FOR PHASE 1 - — - - — s � s s MH 3 (° 18 D DMH 6 -�18" DMH 5 DMH 7 --o -- p-� ---- _-- o --s -18.p - --- - -- --- -------- $_ 10"S $ SM2 `\` I MH 4 CAP 10' SEWER FOR 18"D 1 H 3 FUTURE CONNECTION z __— g'p DM -- CB 11 1 SEE NOTE ' SEWER LATERAL I a 1 I , T �S ' SEE NO DD" , SEE OTE "EE" I , SEE NOTE "CC" SEWER LATERAL I + 1 s (TYP.) I W 1 1 ' SEE NOTE"DD" i '} O I I O I �I I 1 I O I 1 , j 69 j 68 j 67 i 66 j 65 64 ¢al I 63 62 61 60 ' 59 ' 58 57 I 56 I P' ASe 2 S I ' I PHASE 3 END SEWER j (NOT A PART) CONSTRUCTION FOR PHASES 1 I CAP 10" SEWER FOR FUTURE CONNECTION NOTES: CC: STORM DRAIN LINE TO BE CONSTRUCTED WITH PHASE 1, CATCH BASIN STRUCTURES IN PHASE 2 SHALL BE CONSTRUCTED WITH PHASE 2, PLUG DRAIN LINE @ END FOR FUTURE CONNECTION TO CATCH BASIN. DD: SEWER MAIN LINE AND LATERALS TO BE CONSTRUCTED WITH PHASE 1. EE: OUTLET STRUCTURE TO BE CONSTRUCTED WITH PHASE 1. FF: CURB & GUTTER AND CATCH BASIN TO BE CONSTRUCTED WITH PHASE 1 (SEE ALSO STREET PLAN). REVISION APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION APPROVED BY: DANIEL PADILLA R.C.E. 67008 DATE REVISIONS APPROVED: SCALE: 1" = 50' 50 25 0 50 100 1 o Know what's below. Call before you dig. .x ,w m v I o ry � 1 SUMMARY OF IMPROVEMENTS KEY MAP LEGEND: SEWER IMPROVEMENTS PHASE 1 PHASE 2 TOTAL 6" SEWER LINE 593 LF 933 LF 1526 LF PHASE 1 CONSTRUCTION 8" SEWER LINE 1235 LF 404 LF 1639 LF n 0 Z m 10" SEWER LINE 1354 LF - 1354 LF CB CATCH BASIN 4" LATERALS 2371 LF 1288 LF 3659 LF DMH DRAIN MANHOLE STANDARD MANHOLE 10 EA 6 EA 16 EA SMH SEWER MANHOLE SEWER CLEAN OUT 2 EA 2 EA 2 EA SCO SEWER CLEANOUT W Y � 9 N¢ _- PIPE SIZE STORM DRAIN IMPROVEMENTS TOTAL 8"SEW UTILITY 18" STORM DRAIN LINE 1605 LF 725 LF _630 -LF- ���-�^����� 0235 tF 2330 L.F S=SEWER D=DRAIN STORM DRAIN MANHOLES 7 EA 1 LA A CATCH BASINS 5 EA 6 EA 11 EA OUTLET STRUCTURES 1 EA - 1 EA CAP 10" SEWER FOR FUTURE CONNECTION NOTES: CC: STORM DRAIN LINE TO BE CONSTRUCTED WITH PHASE 1, CATCH BASIN STRUCTURES IN PHASE 2 SHALL BE CONSTRUCTED WITH PHASE 2, PLUG DRAIN LINE @ END FOR FUTURE CONNECTION TO CATCH BASIN. DD: SEWER MAIN LINE AND LATERALS TO BE CONSTRUCTED WITH PHASE 1. EE: OUTLET STRUCTURE TO BE CONSTRUCTED WITH PHASE 1. FF: CURB & GUTTER AND CATCH BASIN TO BE CONSTRUCTED WITH PHASE 1 (SEE ALSO STREET PLAN). REVISION APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION APPROVED BY: DANIEL PADILLA R.C.E. 67008 DATE REVISIONS APPROVED: SCALE: 1" = 50' 50 25 0 50 100 1 o Know what's below. Call before you dig. .x ,w m v I o ry w U = _Z V = m Mo m � rn n � n 0 Z m U 0 O z Z I Q . k U W � w m � w m W Y � 9 N¢ z sm mo=o N 6 u W > w o� o� �y ww �w z N J W (L �ZCL � J � s d d � � s OC W ® Y 0 z ro 0 J ;roll` Q W G x W 3 � W � R R 0 Q Lu (q T A LL 0 STANDARD ■ - L GENERAL CONTRACTOR .EQUIPMENT SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SE A AT LEAST 2 WORKING BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED NBUTIES THAT CHO OR ARE WTHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN PROPOSEDAND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF AN EXCAVATIONS TO VERIFY THAT THE DESIGN DOES NOT CONFLICT UTILITIES IN THE EVENT - _ ! OR TO Y it DEEMED NOTESTHE .• CONTRACTOR SHALL BE - INSTRUCTED RELOCATION. REDESIGN A-. THE AUGNMENT REQUIRES ADDITIONAL •- COMPENSATEDSHALL BE FOR REVISION, IN THE EVENTDAMAGED THE RESPONSIBLECONTRACTOR SHALL BE WHOLLY R CONTRACTICY r OF WISTIAG SERER LIES TAFT THE NEW SYSTEM TIES INTO PRIOR TO TRENCHINGANY DISCREPANCIES REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE y BYLINES S14ALL BE THOROUGHLY 1 AND LODAMD BY CON FACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND C14ECKED FOR GRADE. BY OR PRIOR ALL EXISTING 'rSIDEWALK.•tGUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGEDOR10' :, REPAIRED ORREPLACED AS DIRECTED ENGINEER. ALL EXISTING PAMNG AND SURFACING REMOVED, OR UNDERCUT REPLACED IN ACCORDANCEOF BAKERSFIELD STANDARD DRAWING EXCEPT AS NOTED ON PLANS. STAMP AN i THE CURB FACE OVER EACH SEWER LAtFRAL AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSHEIN PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING y STREET RIGHT­ OF-WAY.Y BY AN IMPROVENT AGREEMENT, APPROVED AND SECURITY BASED ON AN APPROVED ENGINEETFS ESTIMATE FOR THE WORKOR THE RIGHT-OF-WAY SHALL BE POSTED PRIOR COMPAC71ON TESTS SHALL BE THE RESPONSIBUTY OF DEVELOPER/CONTRACTOR. 2. SLIVIEWPOWNRIMEW- FOLLOWING ..r ,TCCA}. SHALL BE CONSIDERED PART OF THESE PLANS: D ST-6ST-22 ON INSTALLATION- MATERIALS , THE PIPE AND FITTINGS SHALL. BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING Ir • r 5 IN CONFORMANCE NTH THE - PROVISIONS OF • • 1 ,� .CTAT. OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION 1THE 7s V L. SPECIFIC&DONS PIPE AND FITTINGS SHAL WAVE SOQEET nr AND A 1 -AAA. VAIN COMPRESS104 JOINTS CONFORMING NTH THE CURRENT AGIN SPECIFICATION THE PIPE DFITTINGS FOR i ' 10% AND 12" SANITARY SEWER MAINS MAY PLAIN-ENDBE NTH COMPRESSION COUPLINGS SPECIFICATION C-425. EXCEPTING THAT A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION DAY PRODUCTS CORPORATION FOR THEIR BANr COMPRESSION • P` W } • }•.•a. THE PIPE , FITTINGS FOR HOUSESANITARY SEWER LATERALS MAY BE PLAIN -END COMPRESSION CURRENT,• REQUIRED) INSTALLATION4ABS PIPE MATERIALS : PIPE AND FITTINGS SHALL MEET THE REQUIREMENTSOF ASTU SPECIFICATIONS 0-2680 AND D-2751. THROUGH CUT 1 FROM REIGN INCLUSIONS OR OTHER DEFECTS.INJURIOUS • 1 AND SHALL BE INSTALLED IN LINE ON NEW FEELINGS; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS : USE ONLY E r0! JOINTS. THE ASSEMBLY IN ACCORDANCE W. CONNECTSr BY CITY OF IEAKLRSFEUI INSTALLATION � ONE 1 FITTINGS SHALL BE INSTALLED IN ACCORDANCE NTH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS 1, 11, Y III EMBEDMENT MATERIALS WILL BE CONSIDERED r r• rt Y r ♦ i' r 1 r • r 1 1 r G Y REINFORCED. •IPE NTH PVC LINING,. REQUIREMENTS!REINFO CED CONCRETE IPE NTH PVC LINING SHALL MEET THE FOLLOWING REINFORCEDI.A. MATERIALS. CONCRETE PIPE DROP) SHALL BE EITHER CLASS IV OR CLASS V MY WALLS 'S' OR V. GOP SHALL MEET ASTI C 6 FOR ASTM C Y .WWA 0302 EXCEPT TEST PRESSURE SHALL F. 1 •i.'.FOLLOWING^ SHA T CAST, DIRECTED AND STEAM OR WATER CURED. JOINTS SHALL BE BELL 1 SPIGOT DESIGN NTH A CONTAINED O-RING PVC LINER SHALL BE CAST INTO THE WALL OF THE RCP AND SHALL COVER r PIPE.OF THE i.- FOR ,CONNECTION LINING IN i SEALING AND WELDING OF IN STRICT CONFORMITY WHO ALL APPLICABLE INSTRUCTIONS RECOMMEN1 III A r . E . FOLLOWING I.E. PHYSICAL PROPERTIES OF UNER. ALL PLASTIC LINER PLATE SHEM WELDING STRIPS • D OTHER ACCESSORY ITEMS, SHALL HAVE THE FOLLOWINGPROPERTIES WHEN TESTED AT 77T ±5 (25-C ±3 PROPERTY IBM& TENSILE STRENGTH ! 11PSI MIN. 1 ELONGAnON AT BREAK 200% SHORE DUROMETER, TYPE D I -SEC, 50-60 ±5 (VAIN RESPECT TO INITIAL TEST RESULT) r r WEIGHT MANGE ±t5 TENSILE SPECIMENS SHALL BE PREPARED AND TESTED IN ACCORDANCE D412 iSPECIMENS P -INCH PROPFRIES • 1 WELDING STRIP AT ANY EMBEDDEDTANCE ITME PRIOR TO FINAL ACCE OF THE WORK. LINER PLATE LOCKING EXTENSIONS TEST PULL OF AT LEAST 100 •i 1 KANN, APPIJED PERPENDICULARLY TO THE CONCRETE SURFACE FOR 1 OF LOCKINGRUPIURE OF THE 1 SHALL BE MADE AT A TEMPERATURE OF 70' - SCY FCC' - 27' C) INCLUSM. ALL PLASTIC UNER PLATE SHEETS, INCLUDING AEXTENSIONS, ALL JOINT, CORNER 1A OTHER ADVERSELY e•, • CHARACTERISTICS ENGINEER MAY AUT14GRIZE THE REPAIR OF Y METHODS THE UNING SHALL HAVE GOOD IMPACT RESISTANCE, SHALL BE FLEXIBLE AND SHALL HAVE AN E! w ,, # O1 -. F OCCUR PIPE t- IN THE JOINT _ INSTALLATIONS, WITHOUT DAMAGE TO THE UNING LC, CHEMICAL OF A 1 • WEIGHT AT RTENSILE. SPECIMENS E SHALL BE EXPOSED TO THE FOLLOWING SOLLITONS FOR A PERIOD AT 28 -DAY INTERVALS, TENSILE SPECIMENS, WEIGHT CHANGE REMOVEDSHALL BE FROM EACH OF THE CHEMICAL SOLU71ONS, TESTED IN ACCORDANCE1 _rABOVE IF ANY SPECIMEN FAJLS TO MEET THE 112 -DAY REQUIREMENTS BEFORE COMPLETIONr 1 DIE 'i-• I .. .. Il CHEMICAL SOLUTION SULFURIC ACID CONCENTRATION 20%** SODIUM HYDROXIDE 5% AMMONIUM HYDROXIDE S%4' NITRIC ACID 1%** FERRIC CHLORIDE 1% 1% SOAP 0.1% DETERGENT 0.1% (LINEAR ALKYL BENZYL SULFONATE OR EAS BACTERIOLOGICAL BOD NOT LESS THAN 700 PPM r r •.. R_ I MIN PIPE 1G, DETAILS AND DIMENSIONS OF UNER SHEETS. LINER SHEETS SHALL BE A MINIMUM OF 0.065 INCH (1,65 MM) IN THICKNESS. LOCKING EXTENSIONS OF THE SAME MATERIAL AS THAT OF THE LINER SHALL BE INTEGRALLY EXTRUDED -MIN THE SHEET. INSTALLATIONOF 1 WELDINGOF SHEETS IN COLD WEATHER AND THE OF DONE IN ACCORDANCEr COVERAGEOF THE PLANS THE LINING SHALL BE DINSTALLEDEXTENSIONS NTH THE E PIPE - THE LINING SHALL BE HELD SNUGLY IN PLACE AGAINST INNER FORMS. LOCKING EXTENSION SHALL TERMINATE NOT MORE THAN 1-1/2 INCHES (38 MIN FROM OF THE PIPE SECTOR. INSIDEUSED SHALL EXTEND APPROXIMATELY 4 INCHES (100 MM) BEYOND THE END OF THE • CONCRETEVIBRATED, DES OR 1 IN A CAREFUL MANNER SO AS TO PROTECT THE LINING AND PRODUCE ANCHORINGHOMOGENOUS CONCRETE, SECURELY r R THE CONCRETE IN REMOVING CARE SHOULD BE TAKEN TO PROTECT THE BRING FROM i '.. t r • .. AI'i D PULLED,SURFACES. MEN FORMS ARE REMOVED, ANY NAILS THAT REMAIN IN THE LINING SHALL BE WITHOUT TEARING THE LINING. AND THE RESULTING HOLES =ABLY PATCHED,ALL NAIL AND TIE HOLDS AND ALL CUT, TORN AND SERIOUSLY ABRADED AREAS IN THE UNING SHALL BE tWELDING STRIP SHALL BE FUSED TO GER PATCHES MAY CONSIST OF • . O DAMAGEVER THE .•F EDGESAREA WIN ADHESIVE. ALL r APPLIEDTH LINER SHEET , WELDING , THE SOUND LINING ADJOININGDAMAGED HOT JOINT COMPOUNM SUCH AS COALSHALL NOT BE POURED OR APPLIED 1 THE LININD THE CONTRACTOR SHALL TAKE ALL E 1. PREVENT DAMAGE INSTALLED LINING FROM EQUIPMENTAND MATERIALS USEDa WORK. 1.F APPLICATION TO CONCRETE , REQUIREMENTS, SHALL BE SET FLUSH NTH THE INNER EDGE OF THE BELL OR SPIGOT 1 OF A PIPE SECTION AND SHALL EXTEND TO THE OPPOSITE END OR TO APPROXIMATELY 4 INCHES (100 MIN BEYOND THE OPPOSITE D DEPENDING ,0 BE MADE WITH THE ADJOINING WHEREVER 1 NTH UNING, JOIN STRUCTURES NOT SO LINED (SUCH AS BRICK STRUCTURES, CONCRETE PIPE OR CAST -IN-PLACE STRUCTURES WIN CLAY LINING ,. CLAY PIPE), THE LINING SHALL 13E EXTENDED OVER ANDAROUND t i L. F BACK INTO THE STRUCTURE FOR 4 C IY PROTECTING CAP MAY BE MOLDED OR FABRICATED FROM THE LINING MATERIAL BUT NEED NOT BE LOCKED INTO THE PIPE. MERE A PIPE LATERAL (NOT OF r CONCRETE) IS INSTALLED THROUGH LINED CONCRETE PIPE, THE SEAL BETWEENr 1 PORTION i THE LATERAL SHALL BE PER THE MANUFACTURER'S RECOMMENDATIONS. LINED CONCRETE PIPE MAY BE CURED BY STANDARDMETHODS. TRANSPORTERCARE SHALL BE EXERCISED IN HANDUNIA 1 PLACING LINED PIPE TO PREVENT DAMAGE t♦ OR FILINGS SHALL BE PIPE,IN LIFTING HANDLING- DONE VAIN AN EXTERIOR SUNG OR WITH A SUITABLE FORK LIFT. ON PIPE HAVING A 360' LINED COVERAGE, THE LONGITUDINAL EDGES OF THE SHEET SHALL rFURNISHED, TCCA t Y• Y• ... NO PIPE NTH DAMAGED UNING WILL BE ACCEPTED UNTIL THE DAMAGE HAS BEEN REPAIRED TO THE SATISFACTIONENG1.G. FIELD JOINTS IN LINING FOR INEER. rBETWEEN SECTIONS OF LNED1MANNER: EXTENDIF REQUIRED, THE INSIDE JOINT SHALL BE FILLED AND CAREFULLY POINTED WITH CEMENT MORTAR IN SUCH A MANNER THAT THE MORTAR SHALL NOT, AT ANY POINT, INTO THE PIPE BEYONDCONNECTING ADJACENT PIPE SECTIONS. PIPE JOINTS MUST BE DRY BEFORE1 r ADJACENTALL MORTAR AND OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM LINING SURFACES • 1 JOINTS IN THE LINING AT PIPE JOINTS JOINTDESCRIBED TYPES; TYPE P -C THE i STRIPJOINT 1 TWO WELDINGI4 - SHALL BE CENTERED OVER THE JOINT, HEAT -SEALED TO THE UNING, THEN WELDED ALONG EDGE HE ADJACENT LINER SHEETS WITH A I -INCH (25 -MM) WELD STRIP. THE A -INCH JOINT OF TYPE P-2; THE ANT SHALL HE MADE NTH A JOINT FLAP NTH LOCKING EXTENSIONS REMOVED AND EXTENDING APPROXIMATELY1 BEYOND THE PIPE F 'i + OVERLAP ADJACENT SECTION, BE HEAT -SEALED IN PLACE TO -,1 COMPLETED 4 PRIORr THE UNING OF THE ADJACENT PIPE USING I -INCH (25 -MM) WELD CARE SHALL BE TAKEN TO PROTECT THE • FROM DAMAGE EXCESSIVEa • } DISTORTION EXPOSE Y APPROVED CAULKING MATERIAL 10 A DEPTH OF 2 INCHES (50 MM) • , i r • r r t W Y AAAA 4• ..y 4 rr Y at i al sA t 1 - 1 • r • . 4. y0 F 1 • r • r r 1 AND PUSHED WIN A MINIMUM R APPROVED -'R. t. RESISTANT MATERIAL • ...r Ali • - ' r ii. -1 - • • t ' W 1 ".,A t AAAA r N51IF1111014 IN OWN - 5111!1111014 141m OWN EIM' 1 WELDINGBEEN MADE. TABS SHALL BE TRIMMED AWAY NEATLY BY THE INSTALLER OF THE LINER AFTER THE R' SHALL BE MADE 1 • •- O PREVENT TEARING THE r a CONSEQUENT DAMAGE TO THE LINER FROM DIMENSIONAL,EQUIPMENT AND MATERIALS USED IN OR TAKEN THROUGH THE WORK, SHOP DRAWINGS. CONTRACTOR SHALL SUBMIT MANUFACTURER INFORMATION SHOWING 0• , INSTALLEDPIPE TRENCH CLASSIFICATION. GOP CLASS IV SHALL BE INSTALLED PER AGIN TRENCH DESIGNATION *C". RCP CLASS V SHALL BE PER C DESIGNATION V, . 1 • r -.Y .- • r RCCA i -:. " . r' ■ r r- r -• r W • y0 i •. TCCA:. '_ a .. r . r r t i•a Y 1 Y 1 •y i C • R r•. -r 'r r -r 1 - • i r _ _ t r - r ^r ♦ r A ♦ ^ • a' X 4 ♦' r ' Y a4 0♦ 5 ♦ ' r 1 r •� Y Y 1 • i ••i r r r• •♦ .-',.--: 1 CTIA 1. • r• 'i 1•a r ♦ f 1 r Y Y• r r,. r ♦ t • r •,. Y,. 1 CTIA 1 i". r i• 1 '•r' 1 04 ' r t : 1,,: ..•--.- _ ..:-x 1 CTAT .,, !i .,. WARNING r, 1 10 CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. 91OVEL-SUCING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. Y ! •��',, III : II i • Imp 1 i M .1 R I r �.''� 1 ��. •+ it �,.-. I' I '�1 III II nu�IIP., 1�r i III I I ' 01 III ••i,r `I I.L. L !. I Qf I•M ii ',,.. r i1i•, „u11 •�I :} CTIA:, a I r .t M{L�ra+ a r1.•:r •.. OF THE ENGINEER. HOWEVER, THE III. Y II SP{ l IIBL �O CTI+ RESULTING -!I USE 1EQUIPMENT.�1F..REIIp�1{IMn WILL �li ERMITTED. ABOVE I AI I TRENCH .ACKFILLED WITH l 1 �I 1 11e KATIE I I III4II MI 1 M���. i LiIII II �IIIj�ILI III1I 1'14 II LIi1. MI1I1I iltell lW�I�Is I �IY II 1 l r �Ia L 1AA. I�I AT THE . !1�1 • i iCONTRACTOR, IMPORTED MAY BE USED. NATIVE . l Iu1 I MATERIAL OR f.II111 IIrI f 1 k .IAf •ROLLING,USING �, 1ioV.. Y ., E E�. CONTRACTOR COMPACTS TAMPING M r �L. 1.1 LAYERWHEN ILL IEPTH, EACH BEING THOROUGHLY COMPACTED SUCCEEDING LAYERS AREPLACED. 1 I. I r-. . COMPACTIONO SUBSEQUENT IN 14 K.BACKFILL ANDFEET OF ROLLING AS SPEDRED ABOVE. �, THE TRENCH IS WITHIN THE PAVEMENT ON STONESSTEI THE BACKFIU_ WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907) RELATIVE SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLUNG SHALL BE FREE FROM OR LUMPS EXCEEDINGDIMENSIONS. MATTER, OR OTHER UNSAIISFACTORY MATERIALS. WHEN • i APPROVED NON -STREET - 1 Ik r •L r f !. •'t M 1 r rir� .4 i.. 1. 11 �I •I 14 r • i AI• i.r h i�,• ,YT (IIII I I : I 1 l 111 : ,i �IY I q '.;.RIIII Ipp OF THE R- i�ly I ll; � RR111 I• 11� R• I, � I I�-I• � r iII,,.. � C1 } :. a FOLLOWING D2922 OR D1556. 1 COMPALIK)IN, AS DETERMINED BY R MEET THE COMPACDON TESTS WELL BE THE SUBDIVIDERS RESPONSIBILITY. NUMBER 1 _910AIGNS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. M r _ y 1 1 A• r t r } rt+t • r• r.... + Lal. }• r 1 • r } X ip r • 1 1 -:Y 4 ,.. F• � m , .0 1. -', 1,,, • I L. Y7Y rljrl W{i .Ir .illi"W1144 r g I� • . • �Y I[y�� I � W. •1'i II '. �I�I 1'• III,:• Ism �AJL. VIII I III. 11.1... I L.. I.I. { ➢i C�Ii. �11 I IIII � -r IIi11 i� I- Tit III .ARCA ]fr I I 1.. : • j .... „ �. - I� _AICA } .r Y,.r T I n .:, •jj r.... A.. �. �.# a I! I,t 4 I' [I F •' r. : 1 }If 11.. �I��• r� :�T:�l.,,. f .1111:1- I � II 118g11 ��'. r o x �I.,.a1, rr I .�Ir t• l� I. {� r . 1 �.. �F II 3 .. i .., .y ,.. •- .:- 1 •-�•. 1 1. - ir A i` + •i Y r ,CTIA r• TATA' ' 4 ! It SYSTEM TESTING A MANDREL TEST AND PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE NTH THE CITY OF BAKERSFIELD SUBDIMSION MANUAL AND THE RECOMMENDATIONS OF PRIOR TO FINAL ACCEPTANCE, ALL SEWER LINES SHALL BE INSPECTED NTH MDEO EQUIPMENT DESIGNED FOR 0 •i.. IN ORDER TO MEW AND RECORD THE TOP AND SIDES! R.:. INSPECTION SHALL BE WITNESSED BY THE CITYS CONSTRUCTION INSPECTO, WHO WILL ALSO INInAL Y Y it BDI S LOCATIONSANY PIPE W TO BE NOT IN COMPLIANCE VAIN THE SPECIFICATIONS.RECORDED y 1FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING. 1 ONTHE ON OF THE . ♦ xPROVIDED APPROVED A • D SHALL BE APPROVED BY PRIOR TO ACCEPTANCE,ACCEPTANCE, •-. SHALL BECOME THE PROPERTY 1. THE CITY. 12. WYE FITTINGS SHALL BE INJECTION 1 USED FOR ALL LATERAL CONNECTIONS AND SHALL 13E ROTATED A MINIMUM Of 23 DEGREES ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE C04TERUNE OF THE MAIN. ALL LATERALS SHALL BE e IN DIAMETER EXCEPT AS NOTED ON PLANS, EXTENDING A MINIMUM OF • r OF r SURFACE , . G1 . .-•. OR MARKERSWAY LINE AS SHOWN IN THE *SEWER LATERAL MARKER* AIL,STD.' LATERALS SHALL BE A MINIMUM OF GO' DEEP AND A MAXIMUM OF 7' DEEP AT PROPERTY UNE OR RIGHT-OF-WAY 1 A MINIMUM OF DEEP AT FLOWUNE, 13. ALL SEWER STUBS SHALL RE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT } MANHOLES14 ALL • r IN ACCORDANCEOF Y STANDARDSTANDARD DRAWINGS S-7, S-8. AND S-21 AND SECTORS 70-1.02H AND 71-1.07 OF IKE SPECIFICATIONS OF OF CALIFGRNIADEPARTMENTTRANSPORTATION, CURRENT BE r IN ACCORDANCE OF 4 STANDARD DRAWING MANHOLES SHALL BE TYPE *A* FOR PIPES UNDER IN ■ PIPES 48" IN DIAMETER OR LARGER. UNLESS ' BOTTOM OTHERWISE. THE . BARREL AT THE MANHOLE:KENT-SM IN A r FOUNDATION. 15. STORM DRAIN PIPE STORMDRAIN PIPE.CONTRACTORSHALL DRUGS RCP PIPE, RUBBER GASKET JOINTS OTHERWISE 1 ON THE CONMACT PLANS. RERIFOMED CAACRETE PIPE REINFORCED CONCRETE PIPE SHALL CONFORM TO TIE PROVISIONS IN R R SPECIFICATIONS r THESE SPECIAL PROVISIONS. EXCEPT OTHERWISE DESIGNATED SPECIFICATION% JOINTS FOR CULVERT 1 DRAINAGE PIPES SHALL CONFORM PLANS OR SPECIFICATIONS..R,- r II' 11i. I 1 1 •Fill 4�r .. �}I I,. • r•►Ar i •: 1: � •R:' I WI I� i i 1 I I i� Till # W'• • I1� 1�lI :R 11 tial. 5 •a#: ::r I� MODEST,. 1 JOINTS III' ON I;I I FIl : 1 irI 1FITTINGS -. IIrIiI111 I S `1I h.:.aII tn BE . DAMAGED. M -:IL. Ni II•'I ANY II4Ir�. `} .�I � Im ri �y FITTING FLATTENEDNTH A ANT DAMAGED OR CAUSE FITTING TO BE } NIEJECTE 11 1II LAYING. IIIRr ." I -. pca �.3 I1II I iI I VL INSPECTS I1 1 APPROVES ACCORDANCE MANUFACTURER'S RECOMMENDATIONS. i i w. MISS FROM THE DOWNSTREAM END OF r•` DRAIN OR AS • rf - { ' } r � r .. 1 AICA I x • - } - r • r al 11 r' 4 4 L C WIN ISELLED END PIPE BELL HOLDS JOINTFACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN OPERATIONS. CONTRACTORTHE SHALL PROMSIONS FOR PREVENTING FOREIGNFROMBEING FLUSHED INTO AN EXIS71NO r STORMCUTTING PIPE. THE ± L CONTRACTOR, LC SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF YHE*n SMOOTHWORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, MIN 1 1 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS AND NO ADDITIONAL COMPENSATION ALL BE ALL0WED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY OUT. Irl CASING OR SMOOTH OUTSIDEi PIPE FOR BORED/JACKED PIPE SHALL TOWARDINSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WIN SAND, IF THE PIPE - BY BORING, THE SPACE AROUND THE CASING • SHALL BE BACKFIU.ED WITH GROUTOR SAND. THE ENDS OF PACE SEALEDBETWEEN THE CASING AND WITH GROUT. THE Of PIPE 1 SIDI - .S OR • - .,R.S IS 1 f - STRICAL ENGTH LOAD 1 i,.: OPERATIONS FURNISHEDSHALL BE AT THE CONTRACTOR'S THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACDNG OPERATIONS r 4 W PROCEDURES. :r• A a PERMITTED. JACKED1 COALLOW THE REPLACEMENT OF THE PIPELINE THE LINE AND GRADE AS INDICARED ON COMPLETIONTHE PLANS. UPON 1 INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPEAND THE EXCAVATION FILLEDSHALL BE COMPLETELY WITH SAND, COMPACTED BY THE USE OF SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER 4PPYOVAL W.: - : i Y i• i• • i• i 'Or r' 1.,• y y1 • 17 XINOTX STRICTIRES PVNTLAND IEENT CONt,ETETIMOR STRICTIRES S8Aj_ CONFORM, DESIGN,W CONSTRUCTION, TO THE PROMSIONSOF SECTIONS- • EPECIECAITONS AND WESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS AND i DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSID. STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE THE CYLINDER TAPER, 1 SECTION E , S SHALL MEET THE STRNGTH REQUIREMENT OF ASTM, C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SET ON A BED OF •r• TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE,AND SHALL BE SET 18, ADJUST SURVEY MONUMENT ENGAGEMENTS QJRVEY MONUMENT AND E COVER NTH ENCASEMENTS SHOWNSHALL �. .1 -5 OR THESENSTALLED NEW TO FINISH GRADE AT LOCATIONS ON THE PLANS, IN ACCORDANCE WAIN SPECIAL SIMSAMID CITY 29. �I`. : PROTECTED ..Oji TRAFFIC 11 1. THE SURFACE OF THE MINIMUM OF DAYS. II AT THE OPTION OF THE CONTRACTOR, OEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED r - ANY MONUMENT r!, + I ' -:� :♦ IIII'{RATA. �II•��{'Eu1Y 1; nyy :�TII rj..:w�: ��' .. i I- . OI OPERATIONS CMALL BE ED ........ BY THE CONTRACTOR AT CONO COST TO THE NTRACTOR 0% y„� ,.��7IOW what's below. Call before you dig. I i i . i • • i - I II W U.i ' • at • LU I ­ AAAA_ rl I,.. } J, �) -- b G(A3 NO �� �:Ti`g6vTi7 1 �11 N 7'02°18^ E ' 739.99' fes_ SO7'02'1$'W 8' SEWfR 94a.Dv -_7R/W CSO 8' WATER CA I r- 9ITYPICAL Cil j D00 ENT NO. PE `y as as :p R,C.E, 33322 D HE ` RAV " aU PHASE BOUNDARY 1 �11 N 7'02°18^ E ' 739.99' fes_ SO7'02'1$'W 8' SEWfR 94a.Dv -_7R/W CSO 8' WATER CA I r- CROOM LANE (STA. 11+40.07 C.L. TO 12+85.06 C.L.) SCALE: 1" = 50' HORIZONTAL a°'%Y 5'� rp A•"`�'�-"':rvrt�5 TRACT BOUNDARY as as as as as as a as a sa a as 01 a as a as as qa as r (E a® a as a m /ItT1PICAL I F ' I P O O \, p I ® ' A, h O nS na I ng �� M "- ! m ". ry n 8 12 m I i n I o a I o e 8w ° 13 IH. 14�w 15 16 mw 17M� 1 18!1 15 " "w 13"' M 12 z >w1 N :tr "� m m, m� 14RI �� "w w�W� 1m ' Jz i Nz I Na I® I F¢„q SEE �o tia f z t m z NOTE m z R/W`_ -- -?-�-- mz m mz I cnz Imz a' -°-gym "r ddmw ey GMa•,' BRAS 42 12+00 52.00 � 8' SEWER 75+00 8ii5 P' E 731 1' 00 --.. h s S 7'4 ,3 18+ 17+0 N885742'W 6' SEWERN8B57°42"W 8' SEAR 23200 100 _ -.-- --. ' I - SOTS -. N8T57°4VW 8' SEWER 280.00 Jt . r 2 R ,!. I- h � n• tt S u, In TILS "P'`° w ®NI uim ari H w i I o w za c, i aoi ag z4 n oie .W n� o a j gm I N ] pw"Tr {K,f'�,.. $N wo w I 'aoc I prvl bEi Nfl. J -g ll�Nm W W�Z-i Til QYwf W OfW yI® }' j 1 6 .z ci c,_wltq iv °'a us .ry beim Nm a� wm I n� I?(3me>'gW3 `m"a' Nm� Nea Nm I z Y" z o Jz o; eiwLL PPT® .ne Plprr n$,�" m> Mr m a ¢ nn hoZ No -nn I ui f d 1 A 60^ n'ip`n ya m`� n"14 rviW q 24 23 22"R 21 20 n�19 - Gam- i i� Q Y'� gZ Tv cimm ,::® zo n rz ¢nn Pzl Fz i nz t mz Iz 'N;+z vm, nrnl�V+z 7 17'°'zi 1 L3 'u `>' 1 J o I .P + ob4W- O+t _ ® ��++ '� }m*n '" c1i gai +z z_ " [ To a'� oa i n d r� vv t au'�ub `° i InPn ° ° � des+ vii uoa z m d I W ,T q I m f+-a.✓°_"'c 1+2 Q I $, zi-n IU INNS I i I! E 368 T ) 368 368 366 366 366 364 E�f1 -) - - f 364 364 362 <1 � j 362 362 360 (N - - 360 360 358 4:; 358 358 O PROAM TE FINISH 356 / MADE ERUN _ %�" 356 356 354 _ t 354 354 3522 --- - E___ 352 352 8 P -- I I + 350 _ all WA ER - 350 350 N� Y 348 ~ N`CAP ' 'ESR., STUB INVERT 18 I DRAIN -- 348 * 348 CONTRACTOR TO HAVE 346 AT SFflamnARY- - 346 SURVEYOR VERIFY LOCATION 346 AND INVERT ELEVATION OF SEWER STUB PRIOR TO 344 344 BACKFILL. 344 AVERT 8 NEWER 342 T — j -i 342 342 om *H. 340 -' � 340 340 338 _ 338 338 �+n. 334 334 334 nn - - 336 >1>> 336 336 m i (sEBEE 4NOTE "DD °-1' - INSTALL 4c9s T oe^ avc _ "w W --- 1 11+00 12+00 13+00 (STA. 11+40.07 TO 12+85.06) SCALE: 1' = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL I a as as as as as as as as as u ar W � I w I go I I a ng '"'o AAm I vis pm, iJ® 9 7-B b � 10 nn ' n" I a I f6 I +w ' mT" I 8 w i I '- mP f -o I U f I rare z - S TRACT BOUNDARY o MY 98+00 2 1 y S 13+DD I _ 8857°42' f ] 283. 4 � 20+00 - i jjI(I —^-mssg d I p I 58837`42'E 9' SEWER 27894 SEE SHEET STREETla A AAT TEMPORARY TURN -AROUND EASEMENT PER NSEE SHEET BRE SEE SHEET 8R \. J --� DOCUMENT N0, TO BE CONSTRUCTED WITH PHASE 1 AND TO BE REMOVED WITH PHASE 2. (STA. 10+00 C.L. TO 20+14.45 C.L.) p BB: TEMPORARY SEWER CLEANOUT NO. 15R SCALE: 1" = 50' HORIZONTAL t TO BE CONSTRUCTED WITH PHASE 1 AND TO BE REMOVED WITH PHASE 2. DD: SEWER MAIN LINE AND LATERALS TO BE i CONSTRUCTED WITH PHASE 1. , INSTALL 59.08 ALF OF IV RCJ-ROP 0 e se, 0 I w IPZWW 11+00 12+00 A88RE]dAT7QNS CL CENTERUNE SMH SEWER MANHOLE INV INVERT SCO SEWER CFANGUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING GB CATCH BASIN ELEA ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN 7.0. • 383.22 TOP OF MANRO.E/TOP OF CLEANOUT ELEVATION -s—CONSTRUCT SEWER PER CITY STANDARDS G CONSTRUCT SEWER MANHOLE TYPE 'A" PER C.Q.B. STD. SW -4 AND SW -5: CONSTRUCT SEWED CTEANO9T PER C.09. STD. SW -9. ff. —1-- ; -- ,--1A--tfi— 13+00 (STA. 10+00.00 TO 20+14.45) SCALE: 1° = 50` HORIZONTAL SCALE: 1" = 5' VERTICAL -- ...-._-.... CONSTRUCT STORM DRAIN PER GTY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE 'A' PER C.O.B. STD. SIX -4 W SW -E CONSTRUCT CATCH BASIN TYPE 'A' PER C0.8. STD. D -14. ....._......_.._.._._____W.__..._... WATER LINE SHOWN AT LOCATIONS OF PIPE: CROSCIASS NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE 'A'° VAIN 3.5' OPENINGS PER C.O.B. STO. D-14 UNLESS OTHERIWSE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION DFSIONA'DaN: - - BECTON ICTSER_-� SREET WERE. BECTON M SUDAN 2 r�L REVISION APPROVED -- x x mor.... �R/W m % II I ; n AI IN� Nx" Pi;, azw z..i m eam b. " O zKJ "L q ASHE ROAD` i 01 lay yr cola i � �z �+o 3p I "' I vwi V, coal I cV fr I � I -- + _-�-- ASHE ROAD SEE STRU I PLANS --------- / (NOT A PART) 4� 2 w qq (1 Yny ..1 A - 368�� *- 366 -364 362 - 360 --I--� — - 358 � t 356 � 354 - - 352 - -- — - - - I 350 a I i I w 348 II � y INVERT s^ R � 346 w 1d = 344 _ v , Or 342 I s z 340 ;H, Q r 338 � 336 I —}maw W INSTALL 27914 LF OF 6' P Da% I. 334 18+00 19+00 20+00 20+50 n 9ITYPICAL 4�_ as as :p R,C.E, 33322 D HE 10 R/W 8 07 y wo �- o�nm wSo \ �,F ++ sae CROOM LANE (STA. 11+40.07 C.L. TO 12+85.06 C.L.) SCALE: 1" = 50' HORIZONTAL a°'%Y 5'� rp A•"`�'�-"':rvrt�5 TRACT BOUNDARY as as as as as as a as a sa a as 01 a as a as as qa as r (E a® a as a m /ItT1PICAL I F ' I P O O \, p I ® ' A, h O nS na I ng �� M "- ! m ". ry n 8 12 m I i n I o a I o e 8w ° 13 IH. 14�w 15 16 mw 17M� 1 18!1 15 " "w 13"' M 12 z >w1 N :tr "� m m, m� 14RI �� "w w�W� 1m ' Jz i Nz I Na I® I F¢„q SEE �o tia f z t m z NOTE m z R/W`_ -- -?-�-- mz m mz I cnz Imz a' -°-gym "r ddmw ey GMa•,' BRAS 42 12+00 52.00 � 8' SEWER 75+00 8ii5 P' E 731 1' 00 --.. h s S 7'4 ,3 18+ 17+0 N885742'W 6' SEWERN8B57°42"W 8' SEAR 23200 100 _ -.-- --. ' I - SOTS -. N8T57°4VW 8' SEWER 280.00 Jt . r 2 R ,!. I- h � n• tt S u, In TILS "P'`° w ®NI uim ari H w i I o w za c, i aoi ag z4 n oie .W n� o a j gm I N ] pw"Tr {K,f'�,.. $N wo w I 'aoc I prvl bEi Nfl. J -g ll�Nm W W�Z-i Til QYwf W OfW yI® }' j 1 6 .z ci c,_wltq iv °'a us .ry beim Nm a� wm I n� I?(3me>'gW3 `m"a' Nm� Nea Nm I z Y" z o Jz o; eiwLL PPT® .ne Plprr n$,�" m> Mr m a ¢ nn hoZ No -nn I ui f d 1 A 60^ n'ip`n ya m`� n"14 rviW q 24 23 22"R 21 20 n�19 - Gam- i i� Q Y'� gZ Tv cimm ,::® zo n rz ¢nn Pzl Fz i nz t mz Iz 'N;+z vm, nrnl�V+z 7 17'°'zi 1 L3 'u `>' 1 J o I .P + ob4W- O+t _ ® ��++ '� }m*n '" c1i gai +z z_ " [ To a'� oa i n d r� vv t au'�ub `° i InPn ° ° � des+ vii uoa z m d I W ,T q I m f+-a.✓°_"'c 1+2 Q I $, zi-n IU INNS I i I! E 368 T ) 368 368 366 366 366 364 E�f1 -) - - f 364 364 362 <1 � j 362 362 360 (N - - 360 360 358 4:; 358 358 O PROAM TE FINISH 356 / MADE ERUN _ %�" 356 356 354 _ t 354 354 3522 --- - E___ 352 352 8 P -- I I + 350 _ all WA ER - 350 350 N� Y 348 ~ N`CAP ' 'ESR., STUB INVERT 18 I DRAIN -- 348 * 348 CONTRACTOR TO HAVE 346 AT SFflamnARY- - 346 SURVEYOR VERIFY LOCATION 346 AND INVERT ELEVATION OF SEWER STUB PRIOR TO 344 344 BACKFILL. 344 AVERT 8 NEWER 342 T — j -i 342 342 om *H. 340 -' � 340 340 338 _ 338 338 �+n. 334 334 334 nn - - 336 >1>> 336 336 m i (sEBEE 4NOTE "DD °-1' - INSTALL 4c9s T oe^ avc _ "w W --- 1 11+00 12+00 13+00 (STA. 11+40.07 TO 12+85.06) SCALE: 1' = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL I a as as as as as as as as as u ar W � I w I go I I a ng '"'o AAm I vis pm, iJ® 9 7-B b � 10 nn ' n" I a I f6 I +w ' mT" I 8 w i I '- mP f -o I U f I rare z - S TRACT BOUNDARY o MY 98+00 2 1 y S 13+DD I _ 8857°42' f ] 283. 4 � 20+00 - i jjI(I —^-mssg d I p I 58837`42'E 9' SEWER 27894 SEE SHEET STREETla A AAT TEMPORARY TURN -AROUND EASEMENT PER NSEE SHEET BRE SEE SHEET 8R \. J --� DOCUMENT N0, TO BE CONSTRUCTED WITH PHASE 1 AND TO BE REMOVED WITH PHASE 2. (STA. 10+00 C.L. TO 20+14.45 C.L.) p BB: TEMPORARY SEWER CLEANOUT NO. 15R SCALE: 1" = 50' HORIZONTAL t TO BE CONSTRUCTED WITH PHASE 1 AND TO BE REMOVED WITH PHASE 2. DD: SEWER MAIN LINE AND LATERALS TO BE i CONSTRUCTED WITH PHASE 1. , INSTALL 59.08 ALF OF IV RCJ-ROP 0 e se, 0 I w IPZWW 11+00 12+00 A88RE]dAT7QNS CL CENTERUNE SMH SEWER MANHOLE INV INVERT SCO SEWER CFANGUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE MH MANHOLE EXIST EXISTING GB CATCH BASIN ELEA ELEVATION JB JUNCTION BOX R/W RIGHT OF WAY SCP STREET CONSTRUCTION PLAN 7.0. • 383.22 TOP OF MANRO.E/TOP OF CLEANOUT ELEVATION -s—CONSTRUCT SEWER PER CITY STANDARDS G CONSTRUCT SEWER MANHOLE TYPE 'A" PER C.Q.B. STD. SW -4 AND SW -5: CONSTRUCT SEWED CTEANO9T PER C.09. STD. SW -9. ff. —1-- ; -- ,--1A--tfi— 13+00 (STA. 10+00.00 TO 20+14.45) SCALE: 1° = 50` HORIZONTAL SCALE: 1" = 5' VERTICAL -- ...-._-.... CONSTRUCT STORM DRAIN PER GTY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE 'A' PER C.O.B. STD. SIX -4 W SW -E CONSTRUCT CATCH BASIN TYPE 'A' PER C0.8. STD. D -14. ....._......_.._.._._____W.__..._... WATER LINE SHOWN AT LOCATIONS OF PIPE: CROSCIASS NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE 'A'° VAIN 3.5' OPENINGS PER C.O.B. STO. D-14 UNLESS OTHERIWSE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. SECTION DFSIONA'DaN: - - BECTON ICTSER_-� SREET WERE. BECTON M SUDAN 2 r�L REVISION APPROVED -- x x mor.... �R/W m % II I ; n AI IN� Nx" Pi;, azw z..i m eam b. " O zKJ "L q ASHE ROAD` i 01 lay yr cola i � �z �+o 3p I "' I vwi V, coal I cV fr I � I -- + _-�-- ASHE ROAD SEE STRU I PLANS --------- / (NOT A PART) 4� 2 w qq (1 Yny ..1 A - 368�� *- 366 -364 362 - 360 --I--� — - 358 � t 356 � 354 - - 352 - -- — - - - I 350 a I i I w 348 II � y INVERT s^ R � 346 w 1d = 344 _ v , Or 342 I s z 340 ;H, Q r 338 � 336 I —}maw W INSTALL 27914 LF OF 6' P Da% I. 334 18+00 19+00 20+00 20+50 n RE� NOON Ip APPROVED BY: al `H DANIEL PADILL, R.G.E. 67008 DATE SCALE: 1'° = 50' 50' 25' O' 50' Too' Know what's below. Cal I before you dig. ROGER A. McNTOSH R,C.E, 33322 D HE RE� NOON Ip APPROVED BY: al `H DANIEL PADILL, R.G.E. 67008 DATE SCALE: 1'° = 50' 50' 25' O' 50' Too' Know what's below. Cal I before you dig. I I I H TRACT BOUNDARY i M I I i i W I i I W Y I I i' I ( II I I I I ( IBr I jl �l -7t _ 7 ---II— ! '0 I ZC J + ��'`` I 5 5' I /TTYPICAL� V G �� 26 I s 27 128' ' �m 29 I Mg ip$ I� n� YI I m� fl g Q f d • �- M c ) N 30 31 32 20 ° 21 ; M 22 !M 23 z w _ ®24 M® 25 27 I ma28 go w +$'so i'� eW ow nn 'nP ! w>m "m I n» -g o I g n nm I d -- - — w $ ��g Nm nrlW �w:w all m� MM 26 4n . m ��® M I + `�° I nca Im �,.....�_. I. �+,w `m`F' ciw "n �w I o i¢'.- I „l. 1 .++ M1� ` P. I r:' I aha 4 i P zoN ah .- 1 I P N N �= rn $o S m z I o ! f -'o -e =� I P_ I P_ _ .i^ -:Y `�'' � a W .� .NATE "AA"! r- S Ya-' ,- o d < z z _ cJ z inz cr�z mz ' inz inz m `°� mz I t -S I -S o ® _d.,z dQ I._p 1 I mP w I m z z x 8" WATER �+ i- a P P "` mvp _I I I -- -- - _ R1w I N R{W ---.---._. . -------- `WE"ftT __ ---_—-10+00 12O.0' N8W5742 t3 00 100+fl+06 Al +00 � `•.. --- -._ .__ --. _---.._. -.- - _ -- - � -... � �z +N '";f. m 19 I H NNN57°42"W 8" SE4W:R 277.IN 17 s N88°57'a2'W 8" SE - 7+0 0 3 S 8857'42" 411,48''19+00 + 588'5Ta2"E E B"1SEN..R 305AD, s ' 26D. H x,� n 70+00 I 27+tl0 RrW ?m__R®CJ � ..`.caS=-v' `' 'IIi __-_._-�i4n.0n- •ryio?-i �IIIz3kozx f�C,_ 3'n'�x , ,v%m`ti\e8NT.�a ijf".vNn$'a :N"a° l�/�\ ir>Ozj�_".�u�uJnfs1` mr_r'.,�'.�\j� ^NiII L'..i �."'.�o?. iffo-i�!I1I ---. - �oo$zeao 1III m�w"+,+'bc�Wmo JI!i 3u_'_son u �`z`.' �.°' D ( ! m'ialilmvvn eni _ _�N.' ®e.v.j1II �meFrrr-r' -*:cca--�su- �!1 �_ --awze-'ryw n !' -_nwzowof e a$rNco„+nu<? P \q! t AGUE ROA Dm R1 ro eo biI Num°eow, z cntrmw m gw TRACT"m p i13 $% z ze 3 I32z l BOUNDARY39 8 p 3 36 35 S o+ZYu.p [ t a 3' 8z 31 30 9 2 wz zj ry a O 20' + ' Zd BE / m 40 4142 43 44 _rIj f 1 46 47 1 48 j 49 55 53 54�- SHANAGOLDEN STREET NOTES: UTY EASEMENT P NAVAN PLACE ASHE ROA Dw4MM SEE SHEET B AA: TEMPORARY TURN—AROUND EASEMENT PER t DOCUMENT NO. SEE STREET. PLANS QBANGOR PLACE DOCUMENT NO. ) (NOT A PART) 1'0 BE CONSTRUCTED WITH PHASE 1 AND { (STA. 10+00 C.L. TO 20+41.31 C.L.) (/ TO BE REMOVED WITH PHASE 2. } BB: TEMPORARY SEWER CLEANOUT NO. 12R J SCALE: T° = 50° HORIZONTAL ( TO BE CONSTRUCTED WITH PHASE 1 AND 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 i 101iif, 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 (STA, 10+00.00 TO 20+41.31) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 A 6 LEGENM ABBREVIATIONS CL CENTERLINE SARA SEWER MANHOLE CONSTRUCT STORM BRAN PER CITY STANDARDS SCALE: 1" = 50' INV INVERT SCO SEVER CLEANOUT _ � s'^ 1� u ' x f .tl IE " ��� 50' 25' 0° 5O` 100' SD STORM DRAIN SDMH STORM DRAIN MANHOLE CONSTRUCT STORM DRAIN I n : 3 oyz G # y ? { EXIST EYJS11NG MANHOLE TYPE °A" PER C.D.B. STD. SW -4 c ON MANHOLE CE CATCH BASIN ELEV ELEVATION °1Tm CONSTRUCT CATCH BON JB GAINTION BOX RfW RIGHT OF WAY TYPE A PER CCG. STD. D-14. SCP STREET CONSTRUCRCN PLAN T..M. 383. TCS OF MANHt1LEjfOP CLEANOUT EEVARC4 —"--"- '__..`.M """""""'-"" WATER LINE SHOWN AT LOCATIONS OF PIPE CROSSINGS �l NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE 'A` RENSION // -S—CONSTRUCT PER CITY STANDARDS WITH 3.5' OPENINGS PER C.O.B. STD. D-14 O APPROVED BY: CONSTRUCT MANHOLE UNLESS OTHERWISE NOTED. ROGER A. McINT1TSH R.C.E. 33322 DATE ,'A TYPE `A' PER C.D.B. STI}. SW -4 AND SW -5. 2} ALT. PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS $;�r =� UNLESS OTHERWISE NOTED. ,i. CONSTRUCT SEARS CLEANOUT PER C.O.a STD. SW -S. SECTION. DESIGNATION: Know what's below. SEWN E ER 1 _ RAPPRiOVED BY: �1 1 yrr2 - i before you dig. - PA ULA R.C.E. 87008 DATE ��2DANIEL SHEET WRITE SECTION Is S OWN J. r. ®, tr_ CAP 10" SEWER STT. AT TRACT BOUNDf}3 I I 370 368 366 364 362 360 358 356 354 352 350 348 346 344 342 340 338 336 334 332 330 366 364 362 360 358 356 354 352 350 348 346 344 342 SHANAOOLDEN STRE T ASHE ROAD SEE SHEET OR ,,,% MADAN PLACE SEE STREET PLANS SEE SHEET 8R (NOT A PART) , tt 7 RfW 2 t 7 -T- 1 lld 7 1 I 1 I±1 TRACT BOUNDARY 1 `[ o �n I i! ! �^�" o SE TRACT BOUNDARY "mm a IF ` .3� W ASNE ROAD vWgso d "1 n -' 1 -' I `` I o 6 1 -' 1`J 1 J .�_ I_ o-NAfa:Jilew. iSl ii m!o `m J-rwl_�-�-tea rl.�-•BOE. o v-' �° . & J® I R�5 z ^' ,'Mi w $ ® azi . x ® I 1 1 e 0 x ( °®s.._..- �✓ ( i '- z o l j�II�' I w ® z"c® JJ II a oi. R'i' o O /'� i�AT 1,1,_oz .w ± r�5 s5 i.: ,>,',w P'v eat /rt$ I'v /I !y I act zsi `go a3�/�\� /�'�TpYPICAtj g w mo `✓".-. .Fa �JiJ U ® lu, �M x F' 1 a j 1 ®_ I ob, r ♦ '� J z JJ W tea ,N Tn� 'SF w. -Li -' 4NI acme 41 1 4 / I _ m I= S / ? I - (� l o I NS + Z-' 'a amr ®t m m w- ♦ V tw t O w �1 a i N I r: ai 1 r: w l w �"m err wl rm. w 1 r`^w 1 P,430 1"I ww 44 1 w"' `� 4b ///111 f` Jy o�u \iw $o +w {{ a"" 6 } � a� 47JI+r�1 wa°1v /I Q €o --^� +m "'�Iw�'4� Y `Y CJ 4 I mR �4 r'\F'r} M 1771LiTY w z ura x Hca N �. N- en. _ Ng 1 d'w— -'3J J _� 5 4 V V T a. a1 r: I �w r`w �mmR r,; tai. � �N i Ccrlx J I -al I 1 E%IS11N6 EDCE Wa'Y' w4� N� ,R. 4 uti ^�`5 W: _m.! +m rr� +m ( w. I' �a w 1 i"w'U�521 1 r^: �PAVEMiN --ems EASEMENT PER n y �++ Ty x+.+� mzx <p •EA P r-o++� r n z rn �Tu++ ^=' 1w� j m+ 0eio I J29' 201 y si .m `+Int 0� n. ' \! DOCUMENT NO �i.r m '!".. gj iii '� ®._®xarrl d= I di' j .o .P weo �P n I '+f 5 .cmm * n.,. z o+w .+.m llj r cw rC e ^^ca+ww zoi-n zl wz iaz '-o w -o 1<^ <_ N — 411 - I I \ aWre tn�l wz 1 rn a� 1 viz 1 m.z uwim u~il I-iiz Irv+.rI RIP V 1 '-z-^-+,� c�irz I N�..�� i v'-iz j v'_fz -•;6 �& { i j _ u, e:N ww zow m' I ww C R I I ue 1& _- N88°57°42 W -.-._— _ N88'5742 W --.-.-.__. ,y 70 SEWER 18.7(° 37+00 F_2+(� -.. N88'S7'42"W 1D" SEWER 265.8} ---._ - __ - _ __ _ _ __ c �; c"' 14+00 75+OD 70• 25D.pD• 1s+O@ �'\J�F EASE EASEME R9gI 5'T70 --' ._ .... -----t - _ .-. 11111 -N 98°57'42' W 505.81' - __ i- _. S 5 17+0@ 1@' SE ER 225.50' 18+� "' N ---- ----- -..._ - `• RDED NIH } S 88°5742" E 784.18' ---- - - �_ _ __— _ - _ _.-.-- _ - 6 o _'20+OD s N68'SY42"W tO` SEWER "99.29 �` 8' WATER I N8 ST42!Nr "' L4 N8857'42"W 18° SPAIN t78.56' -- - - -�, i __ - S 88'SI°42" E 225.50` _ 57 18" DRAIN 81.00` "` N8857°42 8" A 00' ..1 +00- T —.�. —tSEE N08 QP C ---. • 8 ....-_ o• 588°5T42" f.292.59' 21+00+a -;-,eau N94.38°34'-alaw-±t++- .xx50/® iq' SEWERW5R j - `°ao " RfW �^Ig.�..�--- -- /187.49'„//on�r' I 0 1 z a o I o I e� i-'ef r ,o„ z � R J F SJR -- RTW �'Z - SAWC9IT h.'cmu m u - i n; x c> m o o x.: o f- n . ¢..s > x J { Y, 2on 1 �„ q 9f I M I Gt _ � 1 w w z, x x o /q 1 re ® I z �a °'” o ih wc- :- _ - J �- F �z -+J>w d-e'I,i > - `$ »�dI mw �o� gw //_� \)cqi `� epi "� cs epi(" J) I or°'i I M `za o r� zo�lti@L7TY s_o 3/_ o i _ + 1 r;,i z- m n� a ,.y fJ (� w 1� w za m ¢ `} IE R g a o rt 7a e%r. �ASEMENT PER t 3A' 1 z m e3.+s `- _ E? i reg i "� `3i em'' '°}� k J ( A m 77 n' o a,. ® v>,nE mp I `atei o � W 'o i o I {Zw k' ioP mm 0 J h n^(DOCUMENT NO, na.,w $w an '1 "^.1 n'�x I •� m - z c . 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SEE SHT. 7 DOC tIW21574�28, III���-_....—__„®___y h4`, j- -; -'.s ,;,.x�'__.,_.—_________,_____.�__,_,.._.__ SEE SHEET 3R + 43 �:j - PHASE BCUNDARY OVER GRADING UNITS TEMPORARY FLOWAGE ` SEWER LATERAL LINE TABLE ® a _____..�,.._ ____.__�__yAND T DRAINAGE EASEMENT � � PER 295 .'_SUNCHASE DRIVE"---' TEMP. SUMP O+n 'I SEE SHT 7 rc (STA. 10+00 G.L. TO 23+34.68 G.L.)<� SCALE: 1" = 50' HORIZONTAL %EE N TE "CC C.0 , ' EE 4 "CC' 1 1111 STALL LE' - EE 0,^ TE...:_V . 1 EE OTE "C ..._..- . @Rti'. }8`_- 18'-' OPi _........._.. ....y....-.._ .. __.._----_... I RGJ-RC 0 9.62 a 0.11% iN57 ALL 978.5 F 98' kGJ-RCF ffi 0.91 INSTALL OB.00 U OF 98' GJ -RCP ®0.11: I.W.5:A wizw z 3 cx z� - -- $ei`w m- � m m ®m I .,. m m m I 1 ZV --- zn� n z rLmN ED 1. z� .f h ' .- .... .. 1 ff v x .>ly> x . •» .» ! I � '1� �. j � --- '-ate » f I , �. - { I+rr www In JWw 0 w w I { - ( IN x"T w OXIMAD FINISHED ; �i v+s w w AP ROMMATE FINISHED - A n I i I Iii GRADE0 OR TERURE 'U j I A. E 0 C 1MLINE .-..._ 6 ... j _ -. --..- 3--.- C `f• p,.--. I Dy— >: '- _ -i n. k WATER I INVERT T IC DFUUN IN VE F IV b N I I f f VER? ijJ t "DRAIN N 18" BR, AIN j - I -- f I _ _ • ! f 'OCAII 90' S STUD n*T Or s VER---. ._ . I AT (TRACT B NDARY I INVERT CrSE INV}R 10° SEWER i — - - - -- - { - --'_-'_ -1µ41_N-745EWER- .__--- -'-- ---'T— T1 I Elil'ER CONTRACTOR TO HAVE F SURVEYOR VERIFY LOCATIONBLNm, P= AND INVERT ELEVATION OF I i C iRAC10 S TO H}7.D z t= { w SEWER STUB PRIOR TO 4f 3 -- -- w 3 W 3 t ; VERIFY IN T ELEVA ON -' z - oBACKFILL. J A --_ __. m __ --. .___-._ - ____ __.. __ - ____------- __.__-- " - _ ____-i ___ __ - .� - __ -__ _____. __ __._ i -_.__ -.__- _ _.__ _._ _ _____ ____:.P pp§ ..3q'_g� __> z '00 r 00¢1 - -_ _- _ __ Ci pa -1 ® oo N - N A N FEE ..zz j m U i '-w-1 .= z 4 z z y a -- z AND N011 YL'E ENGINEER _ ` > y ... - ° }• --- --. I .. - ___._ - y -_— ---I- - - > > _ EPANG aF Es. ht oI"13o -.. xLL ap i wt°�ra zz �r< _ 1 _ _ p? waW '1+n m�S f+qA x zQ3 ^N.... Al — I ENO "DD NO% ,°DD u`vi w w E NOTE 'DD vwi w w _.. '" lE. w w -.. -- W W w w - -✓ , "D;� --- - ' EE NO "DD EE NOTE ODI fNST IL 15616 LF F 10" VC N$ 0.20% j i STALL 85.81 F OF 1 " PVC ffi -0.2'% INSTAL 250.0 LF OF:10°° P C ffi-0.20°.b IN TALL 2 9.50 tF OF 10"j PVC -0.21 ;INSTA 295.2 LF OF 0" P -020% I STALL 69.44 OF t PVCIffi -0.2 %m 10+00 11+00 12+00 A13+00 4+ 0 15+00 w 16+00 17+00 18+00 19+00 ,�A20+00 21+00 22+00 23+00 CC: STORM DRAIN LINE 10 BE CONSTRUCTED J� SCALE: i° - 50' HORIZONTAL i SCALE: 1" = 5° VERTICAL 366 366 IN PHASE 2 SHALL BE CONSTRUCTED WITH I ® a _____..�,.._ ____.__�__yAND T DRAINAGE EASEMENT � � PER 295 .'_SUNCHASE DRIVE"---' TEMP. SUMP O+n 'I SEE SHT 7 rc (STA. 10+00 G.L. TO 23+34.68 G.L.)<� SCALE: 1" = 50' HORIZONTAL %EE N TE "CC C.0 , ' EE 4 "CC' 1 1111 STALL LE' - EE 0,^ TE...:_V . 1 EE OTE "C ..._..- . @Rti'. }8`_- 18'-' OPi _........._.. ....y....-.._ .. __.._----_... I RGJ-RC 0 9.62 a 0.11% iN57 ALL 978.5 F 98' kGJ-RCF ffi 0.91 INSTALL OB.00 U OF 98' GJ -RCP ®0.11: I.W.5:A wizw z 3 cx z� - -- $ei`w m- � m m ®m I .,. m m m I 1 ZV --- zn� n z rLmN ED 1. z� .f h ' .- .... .. 1 ff v x .>ly> x . •» .» ! I � '1� �. j � --- '-ate » f I , �. - { I+rr www In JWw 0 w w I { - ( IN x"T w OXIMAD FINISHED ; �i v+s w w AP ROMMATE FINISHED - A n I i I Iii GRADE0 OR TERURE 'U j I A. E 0 C 1MLINE .-..._ 6 ... j _ -. --..- 3--.- C `f• p,.--. I Dy— >: '- _ -i n. k WATER I INVERT T IC DFUUN IN VE F IV b N I I f f VER? ijJ t "DRAIN N 18" BR, AIN j - I -- f I _ _ • ! f 'OCAII 90' S STUD n*T Or s VER---. ._ . I AT (TRACT B NDARY I INVERT CrSE INV}R 10° SEWER i — - - - -- - { - --'_-'_ -1µ41_N-745EWER- .__--- -'-- ---'T— T1 I Elil'ER CONTRACTOR TO HAVE F SURVEYOR VERIFY LOCATIONBLNm, P= AND INVERT ELEVATION OF I i C iRAC10 S TO H}7.D z t= { w SEWER STUB PRIOR TO 4f 3 -- -- w 3 W 3 t ; VERIFY IN T ELEVA ON -' z - oBACKFILL. J A --_ __. m __ --. .___-._ - ____ __.. __ - ____------- __.__-- " - _ ____-i ___ __ - .� - __ -__ _____. __ __._ i -_.__ -.__- _ _.__ _._ _ _____ ____:.P pp§ ..3q'_g� __> z '00 r 00¢1 - -_ _- _ __ Ci pa -1 ® oo N - N A N FEE ..zz j m U i '-w-1 .= z 4 z z y a -- z AND N011 YL'E ENGINEER _ ` > y ... - ° }• --- --. I .. - ___._ - y -_— ---I- - - > > _ EPANG aF Es. ht oI"13o -.. xLL ap i wt°�ra zz �r< _ 1 _ _ p? waW '1+n m�S f+qA x zQ3 ^N.... Al — I ENO "DD NO% ,°DD u`vi w w E NOTE 'DD vwi w w _.. '" lE. w w -.. -- W W w w - -✓ , "D;� --- - ' EE NO "DD EE NOTE ODI fNST IL 15616 LF F 10" VC N$ 0.20% j i STALL 85.81 F OF 1 " PVC ffi -0.2'% INSTAL 250.0 LF OF:10°° P C ffi-0.20°.b IN TALL 2 9.50 tF OF 10"j PVC -0.21 ;INSTA 295.2 LF OF 0" P -020% I STALL 69.44 OF t PVCIffi -0.2 %m 10+00 11+00 12+00 A13+00 4+ 0 15+00 w 16+00 17+00 18+00 19+00 ,�A20+00 21+00 22+00 23+00 � A SECTic 1 ' \ \ 5SCALE �p JDaNal t ' 1 WQIFU: - - _%1�IA. IV+Uu.UV Iv ZJ+.7+,00) JW0 368 364 3876 'C 62 364 380 362 358 360 356 358 354 356 352 354 350 352 348 0 346 348 344 346 342 36$ CC: STORM DRAIN LINE 10 BE CONSTRUCTED J� SCALE: i° - 50' HORIZONTAL i SCALE: 1" = 5° VERTICAL 366 366 IN PHASE 2 SHALL BE CONSTRUCTED WITH I 1 I ' J r ' APPROVED BY: A ie,$,Aklk'� FUTURE CONNECTION TO CATCH BASIN. A R 364 364 DD: SEWER MAIN LINE AND LATERALS TO BE CONSTRUCTED WITH PHASE 1. 362 362 BE: OUTLET STRUCTURE TO BE CONSTRUCTED) 360 360 ,"--�—.,�,"t....,•,,_- LEGEND, 358 358 ABBREVIATIONS CL CENTERLINE SMH SLYER MANHOLE -- -... - CONSTRUCT STORM SPAIN PER CITY STANDARDS ■ INV INVERT SCO SEWER CLEANDUT 356 356 SO STORM DRAIN COMH STORM DRAIN MANHOLE I 0 CONSTRUCT STORM DRAIN MH MANHOLE EXIST EAISRNC MANHOLE TYPE 'A" PER C.O.B. STD. SW -4 & SRI—& 354 CB CATCH BASIN SLED ELEVATION J8 JUNCTION BOX RfW RIGHT OF WAY lu- CONSTRUCT CATCH BASIN 354 TYPE 'A' PER C.O.B. STD. D-14. SCP STREET CONSTRUCTION PLAN 352 352 0M• 383.22 TOP O" MANHCLE/TOP OF CLEANOUT BFVATION w WATER ONE SHOWN AT LOCATIONS PIPE CROSSINGS T 350 350 —5 CONSTRUCT SEWER PER CITY STANDARDS NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE WITH 3.5' OPENINGS PER C.Q.B. STD. "- D-14 3a{.$ 348 CONSTRUCT SEWER MANHOLE UNLESS OTHERWISE NOTED. TWE "A' PER C.O.B. STD. SW -4 AND SW -5. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS 346 UNLESS OTHERWISE NOTED. 346 CONSTRUCT SENOR CLEANOUT SEM DESIGNATION' PER C.O.B. STD. SW -6. 344 sEcaaN (ETHER 1 � A SECTic 1 ' \ \ 5SCALE �p JDaNal t ' 1 WQIFU: - - _%1�IA. IV+Uu.UV Iv ZJ+.7+,00) JW0 368 364 3876 'C 62 364 380 362 358 360 356 358 354 356 352 354 350 352 348 0 346 348 344 346 342 36$ CC: STORM DRAIN LINE 10 BE CONSTRUCTED J� SCALE: i° - 50' HORIZONTAL WITH PHASE 1, CATCH BASIN STRUCTURES } SCALE: 1" = 5° VERTICAL 366 366 IN PHASE 2 SHALL BE CONSTRUCTED WITH I 1 PHASE 2, PLUG DRAIN LINE 0 END FOR ' J r ' APPROVED BY: A ie,$,Aklk'� FUTURE CONNECTION TO CATCH BASIN. R 364 364 DD: SEWER MAIN LINE AND LATERALS TO BE CONSTRUCTED WITH PHASE 1. 362 362 BE: OUTLET STRUCTURE TO BE CONSTRUCTED) 360 360 ,"--�—.,�,"t....,•,,_- LEGEND, 358 358 ABBREVIATIONS CL CENTERLINE SMH SLYER MANHOLE -- -... - CONSTRUCT STORM SPAIN PER CITY STANDARDS ■ INV INVERT SCO SEWER CLEANDUT 356 356 SO STORM DRAIN COMH STORM DRAIN MANHOLE I 0 CONSTRUCT STORM DRAIN MH MANHOLE EXIST EAISRNC MANHOLE TYPE 'A" PER C.O.B. STD. SW -4 & SRI—& 354 CB CATCH BASIN SLED ELEVATION J8 JUNCTION BOX RfW RIGHT OF WAY lu- CONSTRUCT CATCH BASIN 354 TYPE 'A' PER C.O.B. STD. D-14. SCP STREET CONSTRUCTION PLAN 352 352 0M• 383.22 TOP O" MANHCLE/TOP OF CLEANOUT BFVATION w WATER ONE SHOWN AT LOCATIONS PIPE CROSSINGS T 350 350 —5 CONSTRUCT SEWER PER CITY STANDARDS NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE WITH 3.5' OPENINGS PER C.Q.B. STD. "- D-14 3a{.$ 348 CONSTRUCT SEWER MANHOLE UNLESS OTHERWISE NOTED. TWE "A' PER C.O.B. STD. SW -4 AND SW -5. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS 346 UNLESS OTHERWISE NOTED. 346 CONSTRUCT SENOR CLEANOUT SEM DESIGNATION' PER C.O.B. STD. SW -6. 344 sEcaaN (ETHER B SECTION ------ JUG 370 366 368 364 366 362 364 360 362 358 360 356 358 354 356 352 354 350 352 348 350 346 348 344 R. _33322 DATE CE I MIDI 1 ry REVISION � {} d1 S TTI,{ ' J r ' APPROVED BY: A ie,$,Aklk'� G 1 R DANIEL PADILLA R.C.E. 67008 DATE ■ I Gl■ JUG 370 366 368 364 366 362 364 360 362 358 360 356 358 354 356 352 354 350 352 348 350 346 348 344 (/ __.. — j D SECTION - �` 5R I SCALE: 1" = 50' HORIZ. SWEET SECTION Is sxawR 2 l C I �� 5 SCALE: 1" = 50° HORIZ. 1" = 6' VERT. �SSCALE: 9" - 50° HORkZ. 1 "�._„% 1" = 5' VERT. 1'° = 5' VERT. 370 368 366 364 362 360 358 356 354 352 Al REVISION APPROVED BY: i 370 a I 368 a 366 `6 aa� 364 1SrD9B 362 " 4 I ey ( 360 358 m , I i 556 554 552 I 350 o z IS n , , 348 i 346 I � I 344 a' { 342 I �I 540 low ' I 338 536 334 j 332 G 330 IL SCALE: 1" = 50' UPI_ 50• 25° O• 50° 100° coI CC No F ROGER A. McINTOSH R. _33322 DATE CE I MIDI 1 ry REVISION � {} d1 S TTI,{ ' J r ' APPROVED BY: A ie,$,Aklk'� G 1 R DANIEL PADILLA R.C.E. 67008 DATE ■ Gl■ (/ __.. — j D SECTION - �` 5R I SCALE: 1" = 50' HORIZ. SWEET SECTION Is sxawR 2 l C I �� 5 SCALE: 1" = 50° HORIZ. 1" = 6' VERT. �SSCALE: 9" - 50° HORkZ. 1 "�._„% 1" = 5' VERT. 1'° = 5' VERT. 370 368 366 364 362 360 358 356 354 352 Al REVISION APPROVED BY: i 370 a I 368 a 366 `6 aa� 364 1SrD9B 362 " 4 I ey ( 360 358 m , I i 556 554 552 I 350 o z IS n , , 348 i 346 I � I 344 a' { 342 I �I 540 low ' I 338 536 334 j 332 G 330 IL SCALE: 1" = 50' UPI_ 50• 25° O• 50° 100° coI CC No F ROGER A. McINTOSH R. _33322 DATE CE I MIDI 1 ry REVISION � {} d1 S TTI,{ ' J r ' APPROVED BY: A ie,$,Aklk'� G 1 R DANIEL PADILLA R.C.E. 67008 DATE ' n! 4y^. I,. - u LO Ga –t4 Know whom below. O Call before you d`sg, 1 • CITY RECORDS NO: 366 364 362 360 358 356 354 352 350 348 346 344 342 SHANAGOLDENIT SEE SHEEl R/W R/W-`J- 20 W TRACT BOUNDARY ® I 5� 6 J rn-®.311 II I1 __ 1 ! 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( { 5R a m w F J � I M® 51 ;■, m "..�� " SWI It ' " " ��T{'. i O .Ilw x . 66i65N,a� { im -�� m MI �!>�iin 1_ F 1 m� � 8' WATER .._z� ;I w O a0 W M 1 O(Pal � ( { 5R a m w F J � I M® 51 ti M 19 mpg f q m z- I O .Ilw x . 66i65N,a� { z 2 p�� ti m MI inz E n,z`�P rom I2 mw E nm r A v w P� o Mow .E'e 6 5R o+ no z o 68 a P =i 0 I \ Q I�DRAINA4£ EASEMENT PER 67 DRAINAGE SI_IMP SEE SHT. 7 DOC.# 0 0 0 2151 49 626. M , 1_ F 1 m� � �. Fa ! o M O a0 W M 1 O(Pal O m M ! m w F J � I Q 51 O k'ca, mpg f q O mw VERT. 66i65N,a� O M +4064 ti m MI inz E n,z`�P rom I2 mw E nm r P� 69_, 68 P =i +R 67 m_C <� g IT 1_ F 1 m� � �. Fa ! � Fo O a0 W M 1 O(Pal \}j m M C} m w F J O ! • m W si q! 51 1 k'ca, mpg f q rief VERT. 66i65N,a� 2 o({)) W +4064 o I 32 1 -S 53 � 54 54 55 inz t z m oQ R/W FF7 m w �® 66 m M. w o m 1 IL 1 r: N 1 ba 3G' +� � + 63# ma NAVAN PLACER � 1 III 0 0 TRACT BOJ -MMMM1- NOW ' - 348 344 r ISI E ASHE 51 1 k'ca, uiw rief VERT. w r Q 2 o({)) W o I 32 1 -S 53 � 54 54 55 inz E n,z`�P � ! III i 3 TRACT BOJ -MMMM1- NOW ' - 348 344 r ISI E ASHE I j I J 1 1 2d t"=5' VERT. t o a �� o I 32 1 -S 53 � 54 54 55 GE 4 NG �^, w r: w OF PAGE r iiiiiiiii --1 a Ft 0 M . i Fo Ko z m ceo DTY m t,pSEMENT PER ®vo�'1 D m w o M," e . WfD CUMENT NO. Mmw d �-; 1+} nm Co a z uW Ww va •H, riv nTE z .w IOL. __ - z -- , 1,p m +=61 q 4m a60ms +a' + ° 57 Ma 1 56 0 •h V Q m �N + 59 58 f= j ,6 R , Al rcmnl 5' I d ,R cz,+ 6 +c:� `d I �z z n' m m 1 I 1 s.- m w d 1 g m m tr mm Af 1 I �,..Ke, m GROOM LANE _ /,r .... ..., . - .__.� ...- u. ,...� ..... ., SEE SHEET 3R ,/...- / _ .. +I•,r^a-:s„ ---- J -. PHASE BOUNDARY OVER GRADING LIMITS TEMPORARY FLOWAGE - - - - ANP DRAINAGE EASEMENT r{ PERDOC.1 DOWASRAGAST.SUNCHASE DRIVE - ' j SEE SHT 7 I (STA. 10+00 C.L. TO 23+34.68 C.I_.) ' I I r ASHE ROAD SEE STREET PLANS (NOT A PART) I ER BE TO 4°w 70" SEWER 161.49' SAWCUT 11 STORMDRAIN LINE TABLE 1 Eh�iT[ •CC._t-' '` -_- - _-- SCALE. t - 50 HORIZONTAL ----_-. , /y EE NOS CC fNSTALL 12.75 LF I EE OTE "G 1 _ - __ E NOTE "C. I ' 1 1 t INSTALL .9535 LFI -OF f6",GJ-RCP'\ 341 TALL S1. tF RIF -}S° {TF-f8"_i�G,!-Wop ____ ___ I_ t :__- { N 031% RGJ-R 01.62 0 00.117% INS LL 17 66 LF bF 18" GJ-RCF3 0.7f _ .....INSTALL EiIXI.00 LP OF IOr IIRGJ-RCP if O.1t% - --.I I M Z wZm'1' Z NZ Z1a wzY ZV w$ j Zalliz'S x- Ri -`S Ammm�m mm sJSo m aJ�� z zl z Z - zz m-'.-z_z a zz ----.2-- d•'-' W'•d ' a°`V'`� z Nr i'u iv z i:, iv • z mfr z N; of °'w z �; NWNN Q WO inMm� ui y, w , n �tu{pp1. `t A Do no (fi 8 K W>!j "r > > d' i w w ----. ...._. _ ....__ • _. _ __ 1 _,' J J T I _ .. N IJ w w yr w w ! ( mow. tYd DE 11hRUNE 0 w w APPROXIMATE FINISHED r O%IMATE FlNISHEU an I�.l ADE CENTERLINE a AIRIER - 1 ! , I , -. -.- -- $ ANN-..,,_IN4IIiT INVERT 16' DRAEN I VERT i8" BRAEN --.- I --. --..----1NVEE�T 16" 0AIN IN T 18' DRIAIN - -. r- t DRAIN._. ,----. - -•-�. ,--. _- 1 - 1 . I CAP 1St STUB : IN RT 17 S AT TRACT NDARY INVERT O" SEVER l INVERT 16 4 - !�dld;RF 48 f �6L .w. r - - - - - CONTRACTOR TO HAVE T i VEST 10' . .�^ z N O° : ,---.- .-.-SURVEYOR VERIFY HAVE -.._- ----. : ---- ----. --. -. ----. --.. - : --- 1-- _.-___. '--." - .-•.P#30R.-SO {k17STRBCA' dr �K--.. z wr w w N SEWER INVERT PR OR TO OF Q . z --. --- 1 I _- ( _- a;w N IFYANT T ETEVATID Q a ca -. 3 w ror 3___ _.._ Vii BACKFILL.___ s . e M •- ._' a:-i�F-EX46ii a'U- 8 T_._t> .> ooarl 6Q tniQo 'A 0T w ^ } } Qo - _- ] _- r r MAIN AT ITE N LOGON z m z Y • z a. n_ z -! r z.> z -' ANCI Nti71F1' E EN(NNBBER I uwi z ti> 1 12 = z z ----. _VSE-A#Y-9)CRQ'AH6$F3 CI�;. I m O a' IFe d' • tl�' O ` WI s3 Q x in 9 .._._._ .. _... . 00 •- 6�+ r j 1 4 1_ pM M cy. • N4� �� ISO W m - - OA f I4 -J �GQW w :Y M -MMM K MM %tom 2 ��rh `t tC : i -... L ra Z Ory O iV -}-h� I. LTi 1 m- 1 ¢>w T �i www -__ 5d �w M ., €..-.r.._A _ �I S G w w r 0 DD w EE NOTE DD w �' _i EN NO DD' E NOTE OD � I ! to w w cn m w w in va w w "-'°°^�» w I ✓ 1 I 'i EE NOTE "DD -0.20% INSTAL 250.60. LF OF 70' PVC -1.20% fN TAIl 225.50 k.F OF 10 I PVC -6.20 INSTALL 295.28 LF OF t0 P g 020% 1 1 E STALL 761.49 IIF OF iCy PVC INSTALL 75615 LF GF 10 __. VC TORO% - ._.-- i STALL 255.81 F OF 10" PVC 10+00 11+00 12+00 �13+00 � 41. 0 15+00 ----.INSTALL 37.80 LF IINSTAtL 56.51 LF -.-. ----I 366 EE NOTE "CC 1 I \ NOTES: OF 18' RG•1-RCP OF iB' GJ -R 36$. 1 INS 75.81', LF CC: STORM DRAIN LINE TO BE CONSTRUCTED 0.17% 7 1 Ge 76 GJ -RCP WITH PHASE 1, CATCH BASIN STRUCTURES 1 364 .___._ . IN PHASE 2 SHALL BE CONSTRUCTED NTH r s E oT£, c 366 - 366 PHASE 2, PLUG DRAIN LINE END FOR 2 a anN FUTURE CONNECTION TO CATCH BASIN. m m >P 364 "- ItzTaz - --'n z 364 DD: SEWER MAIN LINE AND LATERALS TO BE 360 0 ' mia m 1 ",>„ m CONSTRUCTER WITH PHASE 7. } 362 --z »» y„-}>--- 362 EE: OUTLET STRUCTURE TO BE CONSTRUCTED) z .cv 3;i0"i-,`m.."°% -i 35$ - � zzz2 � z '�` �? i '� WITIi PHIS 1. � +r.✓ in 1 - m 11 m 1° + Nm _ - r z w li n 1h-� ✓ �.� m+ Q M PTA M o M l 360 m H H m ate_ - + m LEGEND: 356 x N> ABBRENAiin N3 %no 358 358360 w CL CENTERLINE SON SERER MANHOLE 354 356 w `� `3 U . W 356 INV Nvmr Eco sExr aEANw r ` _ SD STORM DRAIN SDMH STORM DRAIN MANHOLE ' / 1 MH MANHOLEEXIST OUSTING 352 I -- i / -- CB CATCH BASIN SLED ELEVATION 354 r h 354JB MNca BOX R/W RIGHT E WAY r SCP STREET CONSTRUCTOR PIAN 8- WATERT 350 352 - -- _ 352 ' 348 t.O. _3--15.22 TOP OF MANHOIE/TOP OF CLEVIOUT E°lEVATION 350 350 U1St AIN 346. s CONSTRUCT SEAR PER CITY STANDARDS 348 - T -- 348 G CONSTRUCT SEWER MANHOLE ER- `r 344 IN'✓ERT 18' DRAIN TYPE "A' PER C.O.B. SIO. SW -4 AND SW -5. INVERT 111' 3RAIN 346 ---_ ----. -- 346 0 P ER gUNCTS:�EN£RW_cl.FANckIT ._. ..__ -. i}RAI StJMR 342 ( -�, --- Ent T( A SECTION �{ ® SECT ON f ' T 5R SCALE:._ 1°° 50' HORIZ. 1 5 'SCALE: 1" 50 VERT. 1" = 5' VERT. -� 1" = 5' VERT. 16+00 17+00 18+00 79+0020+00 E NO E 'CC (STA. 10+00.00 TO 23+34.68) 368 1 366 SCALE: 1" m 50' HORIZONTAL I STALL125.OG Llj 370 SCALE: 1" = 5' VERTICAL 366 " R J N 366 Do i 6: 368 364 ® 364 z cw z W! 366 362 0: r o 362 > a - } 55 364 a 360 z z z 360 ° qP 362 358 ` m h 358 Z M M M M CONSTRUCT STORM DRAIN PER CITY STANDARDS w r > > > > 360 w R CO NnO ES CT TOR DRAW CUR. s o. SW -4 w sw-s. 356 a w - m T w J a W 356 358 CONSTRUCT CATCH BASIN 354 i..._Y . _ F - 354 TYPE 'A' PER C.O.B. SHE. D-14.356 352 ( __ I 352 WATER UNE SHOWN AT LOCATIONS OF PIPE CROSSINGS J ' ' 350 350 354 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A' 352 NATO 3.5' OPENINGS PER C.O.S. STD. 0-14 34.8 VER UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 346 78'I ORAEN - -- "-' 35a 346 SECTION DESIGNATION• SECTOR LETTER 344 iO° SEWENVEPTR 348 344 r MEET WHSEARCH 5 SUNNI �f i} SECTION ' 1 5R SCALE; 9" = 50' { HORIZ. A t"=5' VERT. r 1 Eh�iT[ •CC._t-' '` -_- - _-- SCALE. t - 50 HORIZONTAL ----_-. , /y EE NOS CC fNSTALL 12.75 LF I EE OTE "G 1 _ - __ E NOTE "C. I ' 1 1 t INSTALL .9535 LFI -OF f6",GJ-RCP'\ 341 TALL S1. tF RIF -}S° {TF-f8"_i�G,!-Wop ____ ___ I_ t :__- { N 031% RGJ-R 01.62 0 00.117% INS LL 17 66 LF bF 18" GJ-RCF3 0.7f _ .....INSTALL EiIXI.00 LP OF IOr IIRGJ-RCP if O.1t% - --.I I M Z wZm'1' Z NZ Z1a wzY ZV w$ j Zalliz'S x- Ri -`S Ammm�m mm sJSo m aJ�� z zl z Z - zz m-'.-z_z a zz ----.2-- d•'-' W'•d ' a°`V'`� z Nr i'u iv z i:, iv • z mfr z N; of °'w z �; NWNN Q WO inMm� ui y, w , n �tu{pp1. `t A Do no (fi 8 K W>!j "r > > d' i w w ----. ...._. _ ....__ • _. _ __ 1 _,' J J T I _ .. N IJ w w yr w w ! ( mow. tYd DE 11hRUNE 0 w w APPROXIMATE FINISHED r O%IMATE FlNISHEU an I�.l ADE CENTERLINE a AIRIER - 1 ! , I , -. -.- -- $ ANN-..,,_IN4IIiT INVERT 16' DRAEN I VERT i8" BRAEN --.- I --. --..----1NVEE�T 16" 0AIN IN T 18' DRIAIN - -. r- t DRAIN._. ,----. - -•-�. ,--. _- 1 - 1 . I CAP 1St STUB : IN RT 17 S AT TRACT NDARY INVERT O" SEVER l INVERT 16 4 - !�dld;RF 48 f �6L .w. r - - - - - CONTRACTOR TO HAVE T i VEST 10' . .�^ z N O° : ,---.- .-.-SURVEYOR VERIFY HAVE -.._- ----. : ---- ----. --. -. ----. --.. - : --- 1-- _.-___. '--." - .-•.P#30R.-SO {k17STRBCA' dr �K--.. z wr w w N SEWER INVERT PR OR TO OF Q . z --. --- 1 I _- ( _- a;w N IFYANT T ETEVATID Q a ca -. 3 w ror 3___ _.._ Vii BACKFILL.___ s . e M •- ._' a:-i�F-EX46ii a'U- 8 T_._t> .> ooarl 6Q tniQo 'A 0T w ^ } } Qo - _- ] _- r r MAIN AT ITE N LOGON z m z Y • z a. n_ z -! r z.> z -' ANCI Nti71F1' E EN(NNBBER I uwi z ti> 1 12 = z z ----. _VSE-A#Y-9)CRQ'AH6$F3 CI�;. I m O a' IFe d' • tl�' O ` WI s3 Q x in 9 .._._._ .. _... . 00 •- 6�+ r j 1 4 1_ pM M cy. • N4� �� ISO W m - - OA f I4 -J �GQW w :Y M -MMM K MM %tom 2 ��rh `t tC : i -... L ra Z Ory O iV -}-h� I. LTi 1 m- 1 ¢>w T �i www -__ 5d �w M ., €..-.r.._A _ �I S G w w r 0 DD w EE NOTE DD w �' _i EN NO DD' E NOTE OD � I ! to w w cn m w w in va w w "-'°°^�» w I ✓ 1 I 'i EE NOTE "DD -0.20% INSTAL 250.60. LF OF 70' PVC -1.20% fN TAIl 225.50 k.F OF 10 I PVC -6.20 INSTALL 295.28 LF OF t0 P g 020% 1 1 E STALL 761.49 IIF OF iCy PVC INSTALL 75615 LF GF 10 __. VC TORO% - ._.-- i STALL 255.81 F OF 10" PVC 10+00 11+00 12+00 �13+00 � 41. 0 15+00 ----.INSTALL 37.80 LF IINSTAtL 56.51 LF -.-. ----I 366 EE NOTE "CC 1 I \ NOTES: OF 18' RG•1-RCP OF iB' GJ -R 36$. 1 INS 75.81', LF CC: STORM DRAIN LINE TO BE CONSTRUCTED 0.17% 7 1 Ge 76 GJ -RCP WITH PHASE 1, CATCH BASIN STRUCTURES 1 364 .___._ . IN PHASE 2 SHALL BE CONSTRUCTED NTH r s E oT£, c 366 - 366 PHASE 2, PLUG DRAIN LINE END FOR 2 a anN FUTURE CONNECTION TO CATCH BASIN. m m >P 364 "- ItzTaz - --'n z 364 DD: SEWER MAIN LINE AND LATERALS TO BE 360 0 ' mia m 1 ",>„ m CONSTRUCTER WITH PHASE 7. } 362 --z »» y„-}>--- 362 EE: OUTLET STRUCTURE TO BE CONSTRUCTED) z .cv 3;i0"i-,`m.."°% -i 35$ - � zzz2 � z '�` �? i '� WITIi PHIS 1. � +r.✓ in 1 - m 11 m 1° + Nm _ - r z w li n 1h-� ✓ �.� m+ Q M PTA M o M l 360 m H H m ate_ - + m LEGEND: 356 x N> ABBRENAiin N3 %no 358 358360 w CL CENTERLINE SON SERER MANHOLE 354 356 w `� `3 U . W 356 INV Nvmr Eco sExr aEANw r ` _ SD STORM DRAIN SDMH STORM DRAIN MANHOLE ' / 1 MH MANHOLEEXIST OUSTING 352 I -- i / -- CB CATCH BASIN SLED ELEVATION 354 r h 354JB MNca BOX R/W RIGHT E WAY r SCP STREET CONSTRUCTOR PIAN 8- WATERT 350 352 - -- _ 352 ' 348 t.O. _3--15.22 TOP OF MANHOIE/TOP OF CLEVIOUT E°lEVATION 350 350 U1St AIN 346. s CONSTRUCT SEAR PER CITY STANDARDS 348 - T -- 348 G CONSTRUCT SEWER MANHOLE ER- `r 344 IN'✓ERT 18' DRAIN TYPE "A' PER C.O.B. SIO. SW -4 AND SW -5. INVERT 111' 3RAIN 346 ---_ ----. -- 346 0 P ER gUNCTS:�EN£RW_cl.FANckIT ._. ..__ -. i}RAI StJMR 342 ( -�, --- Ent T( A SECTION �{ ® SECT ON f ' T 5R SCALE:._ 1°° 50' HORIZ. 1 5 'SCALE: 1" 50 VERT. 1" = 5' VERT. -� 1" = 5' VERT. 16+00 17+00 18+00 79+0020+00 E NO E 'CC (STA. 10+00.00 TO 23+34.68) 368 1 366 SCALE: 1" m 50' HORIZONTAL I STALL125.OG Llj 370 SCALE: 1" = 5' VERTICAL 366 " R J N 366 Do i 6: 368 364 ® 364 z cw z W! 366 362 0: r o 362 > a - } 55 364 a 360 z z z 360 ° qP 362 358 ` m h 358 Z M M M M CONSTRUCT STORM DRAIN PER CITY STANDARDS w r > > > > 360 w R CO NnO ES CT TOR DRAW CUR. s o. SW -4 w sw-s. 356 a w - m T w J a W 356 358 CONSTRUCT CATCH BASIN 354 i..._Y . _ F - 354 TYPE 'A' PER C.O.B. SHE. D-14.356 352 ( __ I 352 WATER UNE SHOWN AT LOCATIONS OF PIPE CROSSINGS J ' ' 350 350 354 NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A' 352 NATO 3.5' OPENINGS PER C.O.S. STD. 0-14 34.8 VER UNLESS OTHERWISE NOTED. 2) ALL PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. 346 78'I ORAEN - -- "-' 35a 346 SECTION DESIGNATION• SECTOR LETTER 344 iO° SEWENVEPTR 348 344 r MEET WHSEARCH 5 SUNNI �f i} SECTION ' 1 5R SCALE; 9" = 50' { HORIZ. A t"=5' VERT. m� 11 22+00 370 368 366 364 362 360 358 356 354 352 350 348 /11 REVISION APPROVED BY: ROGER A. MciNTOSH R.GE. 33322 DATE REVISION APPROVED BY: DANIEL PADILLA R.C.E. 67008 DATE ofLO CITY RECORDS NO: r r +R ofLO CITY RECORDS NO: TRACT BOUNDARY ))1�TYPICAL I °� z 'SEE NOTE "FF" / 0 35 PHA ) I ! ! I a �`-- 1 �� I � I ! 11. d� ani J �� } � t 2 18 B0.49 Vn® J I rc w I w n 'cMo m ' rr d` II /// z ° `• kv > ® _ _ _ �-_ _ AS o z cn o f p w z c! i,.; w w z R I 0 3 4 <_ 5o.° g _.w 0. 4 r SEWER LINE TABLE �Q aBm T mN 4 .® rii (y� 3- Tc "`nn I I rory I tj. 16s. of I ``$cu z 'q! NN i 'h ¢ n d tiff -" .w I ±" + I4w ; n _1+ nrvNao rn °'d'%,+^C[+^off cnX /'Az! ti `2m I ic'.m 11 sJ"v (n'� / i vrz I /Ptz i wz !Z77 ,Piz V moo z 390.60 -.. ✓. n NOTU " > LO -0 218E o \ 6 SEWER -iDY:P° -_ _. . `+ S 13+ o� I ,1° D 2.0-`.�v h+ti V+! sO qqwww 34 J �8WhFER 23 z 2" ' oS 19 2® - ROT Rf1 Oa sn1'02°18°w 18" DRAW 5275 1 +OD 12+00 SD1Y92°98'W 1$° DRAIN +44.50 OO RVIN -..-'f -N 1'0218 E 27D.O0 -.... -I ---. _ - .-.. _. , 1Y}298" E 270.00' °- a — -- ---- - SOITISI "W 1O' DRAIN . 2+00 t �,-, m:D i,: - 8. s O1 27O W' 14+00 N`79's,, I 1 A 26w 00 1 ND1T7218 E WkR 13+ � a2'i °£ $ 8" SEWER i5 ++�`' Jw -! FR� y. Mi LRJ4y I p,w 1. RAW RfW I RJW f - m w (jp'°?A tY m4 o w po DUE' w26 25 $� ?�• W, 4039 ¢ r ' N 1 I YA IIII - 1 2 I� D' Sr - ------ i ms :n 1a — — s -- _— _ I --� t STORMDRAIN BE HEE 5R -_ PHASE 2 .0 _._ _...._ ...�— --_SCALE: 1' 50 H KtLUNIAL _. i_-_— - 370 i$" �� 36$ THPPH0, BE i 36$ FF: CURB &GUTTER ANp CATCH BASIN TO BE,,' CONSTRUCTED WITH PHASE 1 (SEESEE 505.00 I J INSTALL 69.24]IF OF IT i STA F,OF HE GOJ-RCP 6.11 RGJ-RCP !$ O.i1q 366 �t 366 _. T -____ + TRACT BOUNDARY ))1�TYPICAL I °� z 'SEE NOTE "FF" / 0 35 PHA ) I ! ! I a �`-- 1 �� I � I ! 11. d� ani J �� } � t 2 18 B0.49 Vn® J I rc w I w n 'cMo m ' rr d` II /// z ° `• kv > ® _ _ _ �-_ _ AS o z cn o f p w z c! i,.; w w z R I 0 3 4 <_ 5o.° g _.w 0. 4 r SEWER LINE TABLE �Q aBm T mN 4 .® rii (y� 3- Tc "`nn I I rory I tj. 16s. of I ``$cu z 'q! NN i 'h ¢ n d tiff -" .w I ±" + I4w ; n _1+ nrvNao rn °'d'%,+^C[+^off cnX /'Az! ti `2m I ic'.m 11 sJ"v (n'� / i vrz I /Ptz i wz !Z77 ,Piz V moo z 390.60 -.. ✓. n NOTU " > LO -0 218E o \ 6 SEWER -iDY:P° -_ _. . `+ S 13+ o� I ,1° D 2.0-`.�v h+ti V+! sO qqwww 34 J �8WhFER 23 z 2" ' oS 19 2® - ROT Rf1 Oa sn1'02°18°w 18" DRAW 5275 1 +OD 12+00 SD1Y92°98'W 1$° DRAIN +44.50 OO RVIN -..-'f -N 1'0218 E 27D.O0 -.... -I ---. _ - .-.. _. , 1Y}298" E 270.00' °- a — -- ---- - SOITISI "W 1O' DRAIN . 2+00 t �,-, m:D i,: - 8. s O1 27O W' 14+00 N`79's,, I 1 A 26w 00 1 ND1T7218 E WkR 13+ � a2'i °£ $ 8" SEWER i5 ++�`' Jw -! FR� y. Mi LRJ4y I p,w 1. RAW RfW I RJW f - m w (jp'°?A tY m4 o w po DUE' w26 25 $� ?�• W, 4039 ¢ r ' N 1 I YA IIII - 1 2 I� D' Sr - ------ i ms :n 1a — — s -- _— _ I --� t STORMDRAIN CONSTRUCT WTN t"' ^. .,. - � ­­_` ) _... RGJ PHASE 1 374 20 LF OF NSTALL 01 -_ PHASE 2 .0 _._ _...._ ...�— --_SCALE: 1' 50 H KtLUNIAL _. i_-_— - 370 i$" �� 36$ THPPH0, BE i 36$ FF: CURB &GUTTER ANp CATCH BASIN TO BE,,' CONSTRUCTED WITH PHASE 1 (SEESEE 505.00 I J INSTALL 69.24]IF OF IT i STA F,OF HE GOJ-RCP 6.11 RGJ-RCP !$ O.i1q 366 �t 366 _. T -____ + 364 MIS T - n zNAll w®� ' p JW>'d I z ,W i >8 24 S vi ci w�1e w I! 4� I"' m. ci to Np ® ry r"',.n "'L: 1 I a o at, coni z'jo lm m"".m �n i -'a! 'o L 'SO' m1�30' 0 f z tik w 1 �,, )p W v®I,opq-.__., oo ��'f __�___.,__z `�_I 2v' '1.''-_ Ec>p utui GILL �w 0 30' wop ®..-�+n 1%w. �+M i -i a I tF.i ti M'°_ __'--_-4m Hri� WOO"ir c+i".i"zw\ w ! M++ y cn+ IAC I_. f y . •- ! Dp' 7�7 i 9�T19'iCAL I 2_4 RAW - L 3 IaQ� ' ± ,-•rt., s I H1J0t. m,_ 1 _�__® ._. ,4/ -,M-� -IN N 52 �I i \R 41 Ij L RAN J 11 jW 38 y� F, t 27 ) RjW -- ----- -- --- �N� RJW •'-i I `-R/w €.J NOTES: UNCH S D IV _ BANGOR PLACE '�.; �.._,,.+,,_,,� OC: STORM DRAIN LINE TO BE CONSTRUCTED SUNCHASE DRIVE (BANGOR PLAA SEE SHEET S� SEE SHEET 4 L TULIA LANE WITH PHASE 1, CATCH BASIN STRUCTURES �SSHEE�7, 5ft/ 1� \SEE SHE 4R �.� SHANAGOLDEN STREET/\ ,ysEE ER Al IN PHASE 2 SHALL BE CONSTRUCTED WITH PHASE 2, PLUS DRAIN LINE 0 END FOR 1 NAVAN :'LACE IOTA An. nn na Tn 49 An nn n % � FUTURE CONNECTION, Ill' n IOTA 4n,nn 11 1 5C°An nn n1 1 STRODE WITH CONSTRUCT WTN t"' ^. .,. - � ­­_` ) _... RGJ PHASE 1 374 20 LF OF NSTALL 01 -_ PHASE 2 .0 _._ _...._ ...�— --_SCALE: 1' 50 H KtLUNIAL _. i_-_— - 370 i$" �� 36$ THPPH0, BE i 36$ FF: CURB &GUTTER ANp CATCH BASIN TO BE,,' CONSTRUCTED WITH PHASE 1 (SEESEE 505.00 I J INSTALL 69.24]IF OF IT i STA F,OF HE GOJ-RCP 6.11 RGJ-RCP !$ O.i1q 366 �t 366 _. T -____ + 364 z T - c�366 o z 384 J o mromm a 4 0 qp1 358 p r o w wz�, Emmm 356 oun : ,�� 3 my� 64 354 352 f ,- _ 350 348 356 rB g ____._ (362 i - - 342 362 1360 �. - _. _.---- 336 "' J� 360 .. ` 33211 352 9+50 mt;w+'nl.n = 358 i --� asO�m -- 1 f a- - }'�w -- - - >>> p :�}° 358 Now p� u�i - oww O o Zow 356 356 \ w P -M 1 WELM w 6 0 A� 6R € em sRar IDE 0 (INTERLINE 1 1.. �� - -- R6 w 354 1 __ - - 354 = I I; /- i 344 352 t , r I I352 T 350 (t � — �_ i -- _ __�___ D 350 348 ----} 1 -INVERT I6®DRAIN I -_._ - _ '_ '• 340 34$ -. :.INVERT RVSEW &°,' SEWER I INV. 18' DRAIN 1 6' SEWER 346 . - - �- VERT 6" SEWER �� Wv€Rr 18' DRNN 346 344Y F+ 344 342 �x 1 d 332 w i �- N. 342 l b 7-,:0 16+00 C5 jCL _ 340 340 op y:8 �p ddo ._ zz I_ 33$ w __. I.---11 lo__ 0 �+ c 33$ a< a ®wM n n AA In 336wG -, > - 1-... -1 -----� --cAc 336 ^y �PVC u'Al ~ t" 1' 45.20 334 - - G 3s 00 - NOTA L .._-_.__..INSTALL OF $" PVC -RV '� 334 33 INSTAL OF 1CONSTRUi INSTALL l FOE 8" -0.61% _0 PVC ® 00%� -1.00% 332 dSTR Wlm 9+50 11+00 12+00 13+00 14+00 15+00 16+00 �3[A. Iu+vv.uu IU I:i+'tu.uu) SCALE: 1' = 50' HORIZONTAL SCALE: T" = 5' VERTICAL 370 368 366 364 362 360 358 356 354 352 350 348 346 L `. DD: SEWER MAIN LINE AND LATERALS TO BE 1 # a, CONSTRUCTED WITH PHASE 1. FF: CURB &GUTTER ANp CATCH BASIN TO BE,,' CONSTRUCTED WITH PHASE 1 (SEESEE 366 ALSO STREET PLAN). 36$ 366 364 Q 364 z 1� 362 z } 3601 4 0 qp1 358 a t > 356 \ N 354 352 350 348 356 rB g 346 ( 344 - 342 340 ' 338 336 �r 334 ` 33211 352 9+50 10+00 CL CENTERLINE SMH SEWER MANHOLE INV INVERT SCO SEWER CLEAMOUT SO STORM DRAIN SDMH STORM DRAW MANHOLE MH MANHOLE EXIST OBBRNG CS CATCH BASIN ELEEA ELEVATION JB ,UNCRON BOX R/W NONE OF WAY SCP STREET CONSTRUCTION PLAN .AT 3 3.22 TOP OF MANHOLE/MP OF CLEANOUT ELEVATION — —s—CONSTRUCT SEWER PER CITY STANDARDS CONSTRUCT SEWER MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 AND SW -5. ® CONSTRUCT SEWER CLEANOUT PER CA.B. STD. SW 6. TULIA LANE SEE SHEET 3R � 1 �'= I I i I,,- � rR W �I � Q W 0 N � I w ry a + typ j I N p w LL """ J Q 1g RAfN 6 19` _•- • n 15+ WATER a ll >+ zci i`tn N vv iJ o rr Iw Ogg rD o m por< i ' I wpm h o \ _ 100 Irv. I wr �`="Y P `Z"2 - oz65 rr man Z Ow W G woo 30' I 50' W U 'n � a 2i T w ep > 1 Otom TULIA ANE o U1 "SSEE SHEET 3R 1 io $ € O m s Z 11+00 12+00 13+00 14+00 15+00 (STA. 10+00.00 TO 15+40.00) SCALE: 1' = 50' HORIZONTAL SCALE: 1' = 5' VERTICAL YIIIIIIIIIIIIIIIIIIIIIIIIIIrGO z QJtmud SCALE: 1" - 50' 1- v 4' so° z5' o' 50' 100' I CONSTRUCT STORM DRAIN PER Ott STANDARDS 0 1st,. �.,...s naGF arc_E..--- �._.� ._..-^----- m aNS RUGT sraRu ARANoj MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 A SW -5. OCINSTRUCT CATCH BASIN co Z TYPE A PER C.O.B. STD. D-14. P -- w WATER UNE SHOWN AT LOCATIONS OF PIPE CROSSINGS ff) co d // nl NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A' REVISION __ WITH 3.5' OPENINGS PER C.O.B. STD. D-14 APPROVED B UNLESS OTHERWISE NOTED, ROGER A. MCI" OSH R.C.E. 33322 DATE --- ---------I 2) ALL. PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. ".fC1tON DESIGNATION; Know what's below. BROWN LOTUS REVISION I ul l�Iii Call before you dig. APPROVED BY: ,1 i1 DANIEL PADILLA R.C.E. 67008 OATS (I 2 co4 SHEET WHERE SECTION'S i.� k! ,I&�` i CITY RECORDS NO: O 368 # a, 366 364 Q 362 dSrD2 A 360 0 358 356 rB g ( I 354 352 350 i 348 o MI 346 w i 344 342 j D ' I 340 I 338 336 334 332 I 16+00 jCL YIIIIIIIIIIIIIIIIIIIIIIIIIIrGO z QJtmud SCALE: 1" - 50' 1- v 4' so° z5' o' 50' 100' I CONSTRUCT STORM DRAIN PER Ott STANDARDS 0 1st,. �.,...s naGF arc_E..--- �._.� ._..-^----- m aNS RUGT sraRu ARANoj MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 A SW -5. OCINSTRUCT CATCH BASIN co Z TYPE A PER C.O.B. STD. D-14. P -- w WATER UNE SHOWN AT LOCATIONS OF PIPE CROSSINGS ff) co d // nl NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A' REVISION __ WITH 3.5' OPENINGS PER C.O.B. STD. D-14 APPROVED B UNLESS OTHERWISE NOTED, ROGER A. MCI" OSH R.C.E. 33322 DATE --- ---------I 2) ALL. PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. ".fC1tON DESIGNATION; Know what's below. BROWN LOTUS REVISION I ul l�Iii Call before you dig. APPROVED BY: ,1 i1 DANIEL PADILLA R.C.E. 67008 OATS (I 2 co4 SHEET WHERE SECTION'S i.� k! ,I&�` i CITY RECORDS NO: O i YIIIIIIIIIIIIIIIIIIIIIIIIIIrGO z QJtmud SCALE: 1" - 50' 1- v 4' so° z5' o' 50' 100' I CONSTRUCT STORM DRAIN PER Ott STANDARDS 0 1st,. �.,...s naGF arc_E..--- �._.� ._..-^----- m aNS RUGT sraRu ARANoj MANHOLE TYPE 'A' PER C.O.B. STD. SW -4 A SW -5. OCINSTRUCT CATCH BASIN co Z TYPE A PER C.O.B. STD. D-14. P -- w WATER UNE SHOWN AT LOCATIONS OF PIPE CROSSINGS ff) co d // nl NOTES : 1) ALL CATCH BASINS ARE TO BE TYPE "A' REVISION __ WITH 3.5' OPENINGS PER C.O.B. STD. D-14 APPROVED B UNLESS OTHERWISE NOTED, ROGER A. MCI" OSH R.C.E. 33322 DATE --- ---------I 2) ALL. PIPE ELEVATIONS SHOWN ARE INVERT ELEVATIONS UNLESS OTHERWISE NOTED. ".fC1tON DESIGNATION; Know what's below. BROWN LOTUS REVISION I ul l�Iii Call before you dig. APPROVED BY: ,1 i1 DANIEL PADILLA R.C.E. 67008 OATS (I 2 co4 SHEET WHERE SECTION'S i.� k! ,I&�` i CITY RECORDS NO: O ■ ■ TRACT BOUNDARY ■ ■ 13:7«51 i 4 SUNCHASE DRIVE 1 1 a mu-IJIMMATETIM 11 1 1 1— IS ---------- t i 1 11FIRAINAGE SUMP "i i. ■.. i. 40' mm BE NOTE "DO) NO STORMN 1 BE CONSTRUCTED IN PHASE 2 SHALL 0 BASIN 1 TRUCTED WITHPHASE 2, PLUG DRAIN UNE 0 END FOR FUTURE CONNECTOR TO CATCH BASK EE: OUTLET STRUCTURE TO BE WTH PHASE 1. y ! Imag—„.^ ✓`w f 8557 362 — 362 I I 360 6 T DHAIN.UNX E -EN y NTH REDWOOD -SLATS PI R----.�_ I( ROWAN AND COS. STD. OCT.D-12 DRAINAGE EASEMENT PER - ..... DMI 000215149(G& 35$ ,12.DO G... 12 w.. _-.....-. I. 35$ 356 —vF0UNNomG ACCESSR AocE ` ftDAU — 356 Y e E .... kL 354 S=2-00354 c 92.00' CONSTRUCT 6° HIGH 352 S=2.00591 FSE BOA a i 352 CHAIN UNK FENCEri Vdi1M REDWOOD SLATS T PER CA.R. STD. — — — DEE D-12 350 ...---- --._ 1! -..�f_ V. 350. 350 348 DESIGN 'R'ATR 348 LE4£L I 346 l 346 F, 344 -_- 344 342 ELEV. 34ZOO------._...--_ 342 41553 c 340 j 340 ! 338 338 i t'-A"� RETENTION BASIN —Jj 7 1 SCALE: 1" - 50' HORIZONTAL 1' = 5' VERTICAL SUMP NOTES: 1. SUMP TO BE CONSTRUCTED PER COB RD 2THE DRAINAGE BASIN SHALL BE OVER EXCAVATED TO A DEPTH OF 22 FEET BELOW EXISTING GRADE (FLIES. 331,42) AND BACKFILLED TO AN ELEV. OF 342.00 WITH CLEAN COHESIONLEss SAND CLASSIFIED AS SP OR SW IN THE UNIFIED SOILS CLASSIFICATON SYSTEM TO ENSURE ADEQUATE PERMEABILITYi• REQUIRED TO BE ON SITE DURING . ! W (a) SUMP TO EXISTING GROUND % SCALE: N.T.S y R t f I � I i I � I r i LlIRARY SUMP 'D: 0.05 AC. FT. tEMPQ2ARY RowacE IDED: 0.06 AC. FT.€ ice -AND DRAINAGE .: 355.25' j DOC � SEMENT2151149027. LEV.: 353.75'�iI`ttsFirr I MJF ' TEMPORARY SUMP DETAIL SCALE: 1" = 10' REQUIRED VOLUME: 0.05 AC -FT AREA: 0.35 AC, C=0.95 VOLUME REQUIRED: -0.15 X (0.33) = 0.05 AC -FT PROVIDED VOLUME: 0.06 AC -FT A(ETM): 0.03 AC; A(MID): 0.04 AC, A(TOP).. 0.05 AC VOLUME PROVIDED: 1/5 X (0.03+(3X(0.04))+0.05) X 1.5 = 0.06 AC -FT 1.5' DEEP SUMP NO FENCE REQUIRED 47 I EXISTING SLATS—GROUNG _ D-12. 1 . - 2 2 C TEMPORARY SUMP SECTION 7 SCALE: N.T.S EXISTING I EXISTING GROUND _ GROUND Lo 2 2 (t�p TEMPORARY SUMP SECTION '��SCALE: N.T.S /L REVISION APPROVED BY: REVISION j �✓{„k l,saT'7 —'fd0 APPROVED BY: 4 i DANIEL PADILLA R.C.E. 67008 DATE 0 at S73 -If avA e& i i r I I I vQ^i I � T- i 1 11FIRAINAGE SUMP "i i. ■.. i. 40' mm BE NOTE "DO) NO STORMN 1 BE CONSTRUCTED IN PHASE 2 SHALL 0 BASIN 1 TRUCTED WITHPHASE 2, PLUG DRAIN UNE 0 END FOR FUTURE CONNECTOR TO CATCH BASK EE: OUTLET STRUCTURE TO BE WTH PHASE 1. y ! Imag—„.^ ✓`w f 8557 362 — 362 I I 360 6 T DHAIN.UNX E -EN y NTH REDWOOD -SLATS PI R----.�_ I( ROWAN AND COS. STD. OCT.D-12 DRAINAGE EASEMENT PER - ..... DMI 000215149(G& 35$ ,12.DO G... 12 w.. _-.....-. I. 35$ 356 —vF0UNNomG ACCESSR AocE ` ftDAU — 356 Y e E .... kL 354 S=2-00354 c 92.00' CONSTRUCT 6° HIGH 352 S=2.00591 FSE BOA a i 352 CHAIN UNK FENCEri Vdi1M REDWOOD SLATS T PER CA.R. STD. — — — DEE D-12 350 ...---- --._ 1! -..�f_ V. 350. 350 348 DESIGN 'R'ATR 348 LE4£L I 346 l 346 F, 344 -_- 344 342 ELEV. 34ZOO------._...--_ 342 41553 c 340 j 340 ! 338 338 i t'-A"� RETENTION BASIN —Jj 7 1 SCALE: 1" - 50' HORIZONTAL 1' = 5' VERTICAL SUMP NOTES: 1. SUMP TO BE CONSTRUCTED PER COB RD 2THE DRAINAGE BASIN SHALL BE OVER EXCAVATED TO A DEPTH OF 22 FEET BELOW EXISTING GRADE (FLIES. 331,42) AND BACKFILLED TO AN ELEV. OF 342.00 WITH CLEAN COHESIONLEss SAND CLASSIFIED AS SP OR SW IN THE UNIFIED SOILS CLASSIFICATON SYSTEM TO ENSURE ADEQUATE PERMEABILITYi• REQUIRED TO BE ON SITE DURING . ! W (a) SUMP TO EXISTING GROUND % SCALE: N.T.S y R t f I � I i I � I r i LlIRARY SUMP 'D: 0.05 AC. FT. tEMPQ2ARY RowacE IDED: 0.06 AC. FT.€ ice -AND DRAINAGE .: 355.25' j DOC � SEMENT2151149027. LEV.: 353.75'�iI`ttsFirr I MJF ' TEMPORARY SUMP DETAIL SCALE: 1" = 10' REQUIRED VOLUME: 0.05 AC -FT AREA: 0.35 AC, C=0.95 VOLUME REQUIRED: -0.15 X (0.33) = 0.05 AC -FT PROVIDED VOLUME: 0.06 AC -FT A(ETM): 0.03 AC; A(MID): 0.04 AC, A(TOP).. 0.05 AC VOLUME PROVIDED: 1/5 X (0.03+(3X(0.04))+0.05) X 1.5 = 0.06 AC -FT 1.5' DEEP SUMP NO FENCE REQUIRED 47 I EXISTING SLATS—GROUNG _ D-12. 1 . - 2 2 C TEMPORARY SUMP SECTION 7 SCALE: N.T.S EXISTING I EXISTING GROUND _ GROUND Lo 2 2 (t�p TEMPORARY SUMP SECTION '��SCALE: N.T.S /L REVISION APPROVED BY: REVISION j �✓{„k l,saT'7 —'fd0 APPROVED BY: 4 i DANIEL PADILLA R.C.E. 67008 DATE 0 at S73 -If avA e& i