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t pp M.H.#1 Sta. 8+26 CONST. 18" S.D.I. w/17 L.F. 12" Alt. Pipe. Sta.8+26 17' Lt] Inlet Elev. 9.30 F.L. 4.76 Sta. 14+38.95 (Oak St.) Sta. 10+00 (Louisa Ave.) Conform Gutter Grade Sta. 14+60 12' Rt.(Oak St.) Sta. 9+80.5 17' Rt. (Louisa Ave.) CONST. 18" S.D.I. w/27 L.F. 12" Alt. Pipe. Sta. 14+60 12' Rt. (Oak St.) Sta. 9+80.5 17' Rt. (Louisa Ave.) Inlet Elev.6.70 F.L. 4.45 Conform Gutter Grade i \ Exist M.H. Sta. 5+33 ice ve. F> / Sta. 9+50 16' Lt. Louisa Ave.) ` 18"x 290' Alt. Pipe - iti. Sta. 14+37 51 Rt. St.) Const. Oak St. Sta.8+20.88 ugti - • - ;EP_.- - L + .._ �,. -:. IN 14 _ 130"x- _ - - CONST. 18" S.D.I. w 49 L.F. 283 Alt. Pipe Trees to remain _ _ _..t - ` - - y - 13 a �. 12" Alt. Pipe. Sta. 14+37 51' Rt. Oak St. n lace -. ---_ _� . a ._ _ Y P ( ) Conform Gutter Grade P _ -- ~- -- _�_ _ yH - - 12rL?' \ Sta. 9+50 16' Lt, (Louisa Ave.) 14 �! Sta. 5+75 17' Lt. __- ;<;; '_ _ - - g4° 27' 05 - - �s Inlet Elev. 8.10 _. 11 � •' � �' '� - - - m� - - _ - _ __ -_-•-- ___ x - - _ x F.L. 4.45 -- N 10 JP Const. - _ utter rade 4 N 84° 27' 05 E 8 _ _ -.-- - s Sta. 13+67 1 'Rt. to Sta. 1 #39 42' Rt. (0 k St.) Q \, -- - - - - --- -- FH See Sh f Shld. Detail- jP ! wv v I . Hedge to # 59° 37 24" 2.39 1�� \ i �, \ / Sacramento Blvd. �.._.._ } 6 PP _ ---- __�'% _ X OAK S g o \ ` _._ / Sta. 5+00 /, remain��n O 3 X CONST. 18" S.D.I. w/33 L.F. 0 0 0 place. N a o o 9 , ^ .` m , 12 Alt. Pipe. Sta.8+57 17' Rt. N o w N N R/W FH Conform Gutter Grade \ to j f Inlet Elev. 7.95 Zv iv o a 1 Sta. 6+00 17' Rt. ' ° i +1 ,. F.L. 5.00 0 T o 0 o Exist. Well to N l a o o F 0 remain in place \ 1 I ` I i� Trees to remain in place D a a n L cj r { �- . z __. _.i2 G CONST. 18" S.D.I. w/57 L.F. 1 ; > a� a o a o > 1 r r �� 12" Alt. Pipe. Sto.7+70 17' Rt. �U I i ' ~ T T i � place P " ' v= 1 Fence to remain in place 1. r + w Tree to remain in Inlet Elev. 7.95 " t rto WALNUT GROVE RD. , F.L. 5.00 ° Im �, N N to e D 12' DW.. - -..... .....GROVE .. _._...- .... _..... C- I- . � � S 50032' 55' E 28.28' � ` 1 _ + + +62 Lt. Type 1 1 t + I ib \ tt JP Sta. 8+40.65 J Const. utter rade Sta. 6+00 to Sta. 7+70 17' Rt. & i Defl.= 23 05' 14" Lt 9 9 LEGEND I� I , j D Sta. 8+57 to Sta. 13+67 17' Rt. (Oak St.). - / " i 11 See Sht.#4 f_ for Shld. Detail -1. c Notes: R W O rn vLLrT Exist. Tree _ - _ TC - - Exist. Underground Telephone Cable - - --- Exist. Profile 17' Rt. i \ ' Water Meter Const. Alice Ave --- G -- Exist. Gas Line -�- - - - Gutter Grade 17' Lt. 1. See Construction Notes on Sheet#5 for \ }i \\\ .�� 0/ : 7 Water Valve locations of A.C. Misc. Areas (Trench Repair). t \` ' ` l� -- 6"W--- Exist. Water Line \ L- I t "FH Fire Hydrant �-- Gutter Grade 17' Rt. 2. Alt. Pipe denotes Alternative Storm Sewer Pipe. \ \ \�` 25' ALICE AVE: r - - - - Exist. Profile 17' Lt. � •,c�� \ at, •� �Q 25' (Tj snPP Power Pole Grade to Drain 3. The Contractor shall remove, salvage and reinstall \ 1 , , See Sheet#3 for gutter grade Lt. & Rt. BJP Joint Pole X Exist. Fence s Street Sign all signs as directed by the Engineer. > Lam Pole ❑ 0 In ¢ 0 LP P 0 MHExist. Manhole 4. End of 2" gas line Sta. 13+96 Rt.oN LO 0� v? oN L a' N C) of 5. End of 6" water line at intersection Oak St. and v ° ¢ J Q) Wo 0 0 0 Louisa Ave unknown. Contractor to verify location w w ° w w J ' °� o w 2 ao in field. a a r- 00 m 0 u ani r- w w r 6. If a driveway does not have pipe to be installed, then ao °4 ° w a ' a'� 0 0 0 co o o r- u v o_ 12- o a the gutter grade shall be continued across the driveway as asphalt o U) U) ° N N + rj ) o ro 0 0 0 w w c j ti w concrete gutter. The gutter cross slopes shall be from the edge of + + 0 + + oo L 0 0 + + r; a a I ° pavement to gutter grade and then conform at a distance 25' from r 00 a 0 0 L0 o 0 Eo centerline of construction, creating an asphalt concrete gutter across o a o 0 0 o ° 0 a a, a c� + c� N N N ' the driveway. N O N O N C7 to N 0 U) 0 0 o � .0., � N � '"� L.L.X •" � �+1 O _.....__.._ ............._....._......_..............___.___ I j ...... ................................... .. _ U Sacramento v ° _.--'--......._... B- a 0 3 3 12 Sta. 5+00 _mat=_- q Const. Oak St.-\ 4 6 9 -2 ---- i--------------1--- tl 283 L.F. 30" Alt. Pipe ® 0.0006 F...{Lt ......................_............................................ ..................................._...... .................._....._. to Exist. 30" Stub at M.H. Exist. M.H. Sta. 5+33 30" Inv. 0.85 I I i LJ CONSTRUCT M.H.#1 Sto 8+26 C Const. 30" Inv. 1.02 18" M.H.#3 Sta. 14+33 2.02 12" Inv. SW) 4.90 12" Inv. SE) 4.90 12" Inv. CONST. 18" S.D.I. w/26 L.F. Const. gutter grade Sta. 5+75 to Sta. 14+50 17' Lt. & N T > N O Ti> + O L N Sta. 14+13 17' Lt. + Sta. 14+50 17' Lt. to Sta. 14+60 12' Rt. (Oak St.). b S Const. al< t: m . _ t 0 3:2 0 12" Alt, Pipe. o See Sht.#4 for Shld. Detail -1. c0 to o -2 Inlet Elev.6.95 0 + 63% F.L. 5.30 ° �0 Conform S - . 14+50 17' Lt (Oak St.) +I L Conform Gutter Grade - \ Conform at S.D.I. Grate. •o 00 Sta. 14+13 17' Lt. _....... .............. . . .... a o 3 E W� ao S o ". 0 0 FO N O o 0- 18"x 313' Alt.p a6 Tel cable 6.5' to 7' Ft. of EP 0 04i 00 mE a° ~0 0 _ .__.... Na + a M ........... ._..._- N2 m a a. �� 0- ~ C o a `�° +iD 00 a Exist. DW to remain in Place. M.H.#2 Sta. 11+2 ~ - 0 + Trees to remain o in place. + PPO + r Sta. 14+38.95 (Oak St.) Sta. 10+00 (Louisa Ave.) Conform Gutter Grade Sta. 14+60 12' Rt.(Oak St.) Sta. 9+80.5 17' Rt. (Louisa Ave.) CONST. 18" S.D.I. w/27 L.F. 12" Alt. Pipe. Sta. 14+60 12' Rt. (Oak St.) Sta. 9+80.5 17' Rt. (Louisa Ave.) Inlet Elev.6.70 F.L. 4.45 Conform Gutter Grade i \ Exist M.H. Sta. 5+33 ice ve. F> / Sta. 9+50 16' Lt. Louisa Ave.) ` 18"x 290' Alt. Pipe - iti. Sta. 14+37 51 Rt. St.) Const. Oak St. Sta.8+20.88 ugti - • - ;EP_.- - L + .._ �,. -:. IN 14 _ 130"x- _ - - CONST. 18" S.D.I. w 49 L.F. 283 Alt. Pipe Trees to remain _ _ _..t - ` - - y - 13 a �. 12" Alt. Pipe. Sta. 14+37 51' Rt. Oak St. n lace -. ---_ _� . a ._ _ Y P ( ) Conform Gutter Grade P _ -- ~- -- _�_ _ yH - - 12rL?' \ Sta. 9+50 16' Lt, (Louisa Ave.) 14 �! Sta. 5+75 17' Lt. __- ;<;; '_ _ - - g4° 27' 05 - - �s Inlet Elev. 8.10 _. 11 � •' � �' '� - - - m� - - _ - _ __ -_-•-- ___ x - - _ x F.L. 4.45 -- N 10 JP Const. - _ utter rade 4 N 84° 27' 05 E 8 _ _ -.-- - s Sta. 13+67 1 'Rt. to Sta. 1 #39 42' Rt. (0 k St.) Q \, -- - - - - --- -- FH See Sh f Shld. Detail- jP ! wv v I . Hedge to # 59° 37 24" 2.39 1�� \ i �, \ / Sacramento Blvd. �.._.._ } 6 PP _ ---- __�'% _ X OAK S g o \ ` _._ / Sta. 5+00 /, remain��n O 3 X CONST. 18" S.D.I. w/33 L.F. 0 0 0 place. N a o o 9 , ^ .` m , 12 Alt. Pipe. Sta.8+57 17' Rt. N o w N N R/W FH Conform Gutter Grade \ to j f Inlet Elev. 7.95 Zv iv o a 1 Sta. 6+00 17' Rt. ' ° i +1 ,. F.L. 5.00 0 T o 0 o Exist. Well to N l a o o F 0 remain in place \ 1 I ` I i� Trees to remain in place D a a n L cj r { �- . z __. _.i2 G CONST. 18" S.D.I. w/57 L.F. 1 ; > a� a o a o > 1 r r �� 12" Alt. Pipe. Sto.7+70 17' Rt. �U I i ' ~ T T i � place P " ' v= 1 Fence to remain in place 1. r + w Tree to remain in Inlet Elev. 7.95 " t rto WALNUT GROVE RD. , F.L. 5.00 ° Im �, N N to e D 12' DW.. - -..... .....GROVE .. _._...- .... _..... C- I- . � � S 50032' 55' E 28.28' � ` 1 _ + + +62 Lt. Type 1 1 t + I ib \ tt JP Sta. 8+40.65 J Const. utter rade Sta. 6+00 to Sta. 7+70 17' Rt. & i Defl.= 23 05' 14" Lt 9 9 LEGEND I� I , j D Sta. 8+57 to Sta. 13+67 17' Rt. (Oak St.). - / " i 11 See Sht.#4 f_ for Shld. Detail -1. c Notes: R W O rn vLLrT Exist. Tree _ - _ TC - - Exist. Underground Telephone Cable - - --- Exist. Profile 17' Rt. i \ ' Water Meter Const. Alice Ave --- G -- Exist. Gas Line -�- - - - Gutter Grade 17' Lt. 1. See Construction Notes on Sheet#5 for \ }i \\\ .�� 0/ : 7 Water Valve locations of A.C. Misc. Areas (Trench Repair). t \` ' ` l� -- 6"W--- Exist. Water Line \ L- I t "FH Fire Hydrant �-- Gutter Grade 17' Rt. 2. Alt. Pipe denotes Alternative Storm Sewer Pipe. \ \ \�` 25' ALICE AVE: r - - - - Exist. Profile 17' Lt. � •,c�� \ at, •� �Q 25' (Tj snPP Power Pole Grade to Drain 3. The Contractor shall remove, salvage and reinstall \ 1 , , See Sheet#3 for gutter grade Lt. & Rt. BJP Joint Pole X Exist. Fence s Street Sign all signs as directed by the Engineer. > Lam Pole ❑ 0 In ¢ 0 LP P 0 MHExist. Manhole 4. End of 2" gas line Sta. 13+96 Rt.oN LO 0� v? oN L a' N C) of 5. End of 6" water line at intersection Oak St. and v ° ¢ J Q) Wo 0 0 0 Louisa Ave unknown. Contractor to verify location w w ° w w J ' °� o w 2 ao in field. a a r- 00 m 0 u ani r- w w r 6. If a driveway does not have pipe to be installed, then ao °4 ° w a ' a'� 0 0 0 co o o r- u v o_ 12- o a the gutter grade shall be continued across the driveway as asphalt o U) U) ° N N + rj ) o ro 0 0 0 w w c j ti w concrete gutter. The gutter cross slopes shall be from the edge of + + 0 + + oo L 0 0 + + r; a a I ° pavement to gutter grade and then conform at a distance 25' from r 00 a 0 0 L0 o 0 Eo centerline of construction, creating an asphalt concrete gutter across o a o 0 0 o ° 0 a a, a c� + c� N N N ' the driveway. N O N O N C7 to N 0 U) 0 0 o � .0., � N � '"� L.L.X •" � �+1 O _.....__.._ ............._....._......_..............___.___ I j ...... ................................... .. _ U Sacramento v ° _.--'--......._... B- a 0 3 3 12 Sta. 5+00 _mat=_- q Const. Oak St.-\ 4 6 9 -2 ---- i--------------1--- tl 283 L.F. 30" Alt. Pipe ® 0.0006 F...{Lt ......................_............................................ ..................................._...... .................._....._. to Exist. 30" Stub at M.H. Exist. M.H. Sta. 5+33 30" Inv. 0.85 I I i LJ CONSTRUCT M.H.#1 Sto 8+26 C Const. 30" Inv. 1.02 18" Inv. 2.02 12" Inv. SW) 4.90 12" Inv. SE) 4.90 12" Inv. North) 4.66 I• �i CL 11 Const. Louisa Ave. D i! 18 F I ! Tree to remain in place 25' I 25' < LOUISA AVE: See Sheet#3 for gutter grade Lt. & Rt. Q IM IM 0 o Q 313 L.F. 18" Alt. Piple 0.004 U-,,�._•_�--}- CONSTRUCT M.H .#2 Sta 11+20 Z Const_ 18" Inv. 3.18 -jQ Sta 14+33 � Const. O f C] r W 12" N 0 Inv. South) 4.35 + M.H.#2 N T > N O Ti> + O L Co + + Cp b S Const. al< t: m . _ t 0 o _ CD c0 to a + 63% ° �0 Conform S - . 14+50 17' Lt (Oak St.) +I 8 - \ Conform at S.D.I. Grate. _....... .............. . . .... - --- - ". ............... ...... 6 ....._" Tel cable 6.5' to 7' Ft. of EP ;.:. _ .__.... _... _ ........... ........... ._..._- ._.__. yz..G.. - ' - ................... _ ......... .__ -_ Conform at S.D.I. Grate:-`- -- -_._ _ 6"Water _-r 313 L.F. 18" Alt. Piple 0.004 U-,,�._•_�--}- CONSTRUCT M.H .#2 Sta 11+20 Z Const_ 18" Inv. 3.18 -jQ Sta 14+33 � Const. 18" f 12" Inv. (NW) 5.20 12" .. o _0 o. 0 Inv. South) 4.35 + 10 = " .. V) CD 63% �0 Conform S - . 14+50 17' Lt (Oak St.) 8 - \ Conform at S.D.I. Grate. _....... .............. . . .... Conform at Sta. 14+25 17' Lt ". ............... ...... 6 ....._" e ........... ._..._- CONSTRUCT M.H.#3 Sta 14+33 � Const. 18" Inv. 4.33 12" Inv. (NW) 5.20 12" Inv.((East) 4.35 12" Inv. South) 4.35 2 IC -2 Cu. Exe. Yds. Emb. STATIONS 5 6 7 8 9 10 11 12 13 14 DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE PROFILE HORIZONTAL 1"= 40' THORNTON DRAINAGE SHEET TOTAL J.C. WHITE 11/12/93 ZZz' COUNTY OF SAN JOAQUIN PLAN 'SCALE: 1"= 40' PROJECT No. SHEETS VI-ey)6z //� ��✓ 1 /¢ /9�'� SCALE: VERTICAL 1'= 2' PROJECT PHASE 4 2 5 FILE NAME DRAWtR SHEET NO. ACAD F:\THORNPH4\SHEET2 A