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1 I CURB AT PLANTER 121 CURB AT SIDEWALK 3 AC PAVEMENT & BASE PER TYP. SECTION 3-#4 CONT. #4 ® 32" O.C. TYP. 131 VALLEY GUTTER �I CONCRETE CURB PLANTER GRADE REFER TO LANDSCAPE DRAWINGS R CONT. CONCRETE CURB 4" CONC. WALK W/ 6X6 1OX10 WWM CENTERED (TYP.) R CONT. R/W CIL R/W Sb' 25' 25' 13' 16' 4 i 27 2% 2 1 1 Vq N R 8� 5.57 1 -� 1 I 1` A.0 APPLY PRIME COAT 0.35 5 ' A.A.B. 0.3' S. BETWEEN A.C. AND A.B. 2 N.T.S. 14 N.T.S. GRANDE PER PLAN 6" THICK CONC. RIBBON GUTTER APPROVED BY THE SAN JOAQUIN COUNTY DEPARTMENT OF PUBLIC WORKS BY: \��_ DATE:_ P U WOR S RCE 21258P U WOR S RCE 21258 _ APPROVED BY THE SAN JOAQUIN COUNTY BUILDING DEPARTMENT BY: DATE: APPROVED BY THE SAN JOAQUIN COUNTY HEALTH DEPARTMENT APPROVAL BLOCKS N.T.S. STREET SECTION 15' DITCH 1.5' N.T.S. k WOOD FENCE EX. RETENTION30 BASIN F.G. = 99. REMOVE/RELC \ \\ FENCE TO AC �+ /WATER TANKS EX. RELOCATED FENCE \ oR\� �ROpF. 1 � 2 C LANDSCAPI 6' HIGH - WOOD FENC X. VALLEY GUTTER i � EX. MIS Lr EX. TRASH EX. EX. C EX. RIVE\ \ 2.89 TC ENCL.ON / EX. PATIO _E X. CNNC/ SLAB 104.47 SW / 103.55 SW 0 /1 P i E ��Q03.93 SW �.51 SW / /ON 103.51 T o�v lWN I/ 10 TC1 P <f , 1G8 - SWON ON 1 '03.55 TC \ G/ SON 104.76 SI PROPOSED MISSION F.F. = 105.43 GRADING NOTES: 1. BENCHMARK: 3/4" I.P. TAGGED PLS 4858 FOUND AT SOUTH END OF WEST RIGHT-OF-WAY LINE OF SEVENTH STREET, AT RETURN TO SOUTHWEST. ASSUMED ELEV.= 100.00 2. CLEARING AND GRUBBING SHALL CONFORM TO THE REQUIREMENTS IN SECTION 16 OF THE SAN JOAQUIN COUNTY IMPROVEMENT SPECIFICATIONS AND STANDARDS, 3. EARTHWORK SHALL CONFORM TO THE REQUIREMENTS IN SECTION 19 OF THE SAN JOAQUIN COUNTY IMPROVEMENT SPECIFICATIONS AND STANDARDS, 4. PROJECT SITE SHALL BE GRADED TO THE ELEVATIONS AS STAKED OR DIRECTED BY THE ENGINEER. 5. MATERIAL FROM THE EXISTING SPOIL PILE LOCATED NEAR THE SOUTHERNMOST CORNER OF THE SITE SHALL BE USED TO GRADE THE BUILDING PAD FOR THE NEW MISSION. MATERIALS NOT USED SHALL BE UNIFORMLY SPREAD OUT ACROSS THE SOUTHWEST PORTION OF THE SITE. 6. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND SHALL RESPONSIBLE FOR THE PROTECTION OF THE SAME. 7. THE CONTRACTOR SHALL REVIEW THE SITE PRIOR TO BIDDING. ANY DISCREPANCIES WITH SEPTIC SYSTEMS, STRUCTURES, ETC., SPECIFIED AS BEING REMOVED ON THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND THE DEVELOPER PRIOR TO CLEARING AND GRADING OPERATION. THE CONTRACTOR SHALL BE -PAVEMENT STRIPING RESPONSIBLE FOR THE COSTS INCURRED FOR THE REMOVAL OF SAID ITEMS IF THE ON NEW IMPROVEMENTS ENGINEER AND THE DEVELOPER ARE NOT NOTIFIED PRIOR TO CLEARING AND GRADING (SEE SHEET C-3) OPERATIONS. \ 8. APPROPRIATE DUST CONTROL SHALL BE PROVIDED TO MINIMIZE ANY DUST NUISANCE AND SHALL CONFORM TO SECTION 10 OF CALTRANS SPECIFICATIONS AND THE REQUIREMENTS OF SAN JOAQUIN COUNTY. 9. ALL LEACH LINES DESIGNATED ON THESE PLANS TO BE REMOVED SHALL BE DONE \ SO IN ACCORDANCE WITH REQUIREMENTS OF THE SAN JOAQUIN COUNTY HEALTH DEPARTMENT. 10. WHERE EXISTING LEACH FIELD IS TO BE REMOVED, THE SOIL SHALL BE REMOVED \ \ AND REPLACED WITH CLEAN SOIL. \ \ 11. IN THE EVENT OF ANY CONFLICT FOUND WITHIN THESE PLANS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIRST CONTACT THE ENGINEER BEFORE WORK PROCEEDS. \ 12. INGRESS -EGRESS EASEMENT ACROSS EXISTING PARKING LOT SHALL REMAIN UNOBSTRUCTED DURING CONSTRUCTION. \ 13. SOUTHWEST END OF EXISTING VALLEY GUTTER TO BE EXTENDED 6' TO MATCH Fq \ \ NORTHWEST END OF NEW VALLEY GUTTER. r \ \ 14. REFER TO SOILS REPORT FOR R -VALUE AND PERC. TEST INFORMATION. A \ 15. BARRICADE AT END OF IMPROVEMENTS ON "D" STREET SHALL CONFORM TO SAN JOAQUIN COUNTY STANDARD SPECIFICATION FOR A TYPE -A BARRICADE. \J1 16. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO SAN JOAQUIN COUNTY U \�L STANDARDS AND TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALTRANS) NU, AND AS SHOWN ON THE PLANS. �- A \ 17. REFER TO SHEET C-3 FOR PAVEMENT STRIPING DETAILS. iW N6 J \ SW \\ \ , �A q \ �'O Cr 101.40 CL Z� MATCH 3.67 S 1G3.3D sw\� \ 100.58 FG oa 100.5 FG � 101.73 FG O fP \ \ \x0 100.58 FG 103 7� `\ 101,41 FG 0.1T�AB� 27 55.00, 7+21.59 103.168 P 105.33 SW QQ 1 � 103.1 TC 105.43 FF 105.33 SW 103.70 / 10 '1103.76 BS 105.43 FF 104.76 SW /103.600 S/ // /x'43 105.43 BSW 100.58 fG 17 105.31 SW LAN IN�i ON 1 101.84 F CONC. SLAB / 105.31 SW 104.12 BSW 105.33 SW ON ON ' 99.08 FGA A. t 103.42 TC 103.3 TC 104.12 BSW G��83.93 WW / i 100.58 FGxb'y 1 2 1 \\\ 103.84 BS ON 140.51 SWr 102 FG FG 102. 103.37 TC LANDING �Q\1�� / t 102.87 P /104.01 BSW/ 103.93 SW 103.72 TC 7- GB i GQ� * cs X 103.22 P 103.44 TC i �pE/ 102.47 FG o 102.59 FG 102.44 P 103.73 TC i p \ 103.74 TC 103.23 P i i' 102.79 FG 02.71 FG\ x/ 9 103.81 TC i �� / I j 103.24 P 1 104.00 B �' 'O \� 102.69 P l�3.89 BS 103.90 ' O 0.25 A.0 "--__-_-- /� 102.58 FL 2 ° / a 0.35' A.B. ki i 101 .71 FG 100.58 rc x i y 102.71 FG 103.92 BSW \\ 99.08 F 1�a� iso 0.35' A.S. F g �� I NEW LEACH FIELD / 103.78103,78 TC�103-78 TT 100.58 FG F.G. = 103.5 1 103.28 P ,$ / �� _ / 103.84 TC EX. SPOIL PILE 103.78 TC/ 03.20 FG \ I 103.28 P 103.47 TC �i i 4 03.97 TC 1 .r 03.47 \ / 103.47 FG / 103.79 FG \ \ \ / v28 L.F. TYPE "A" > �N / / BARRICADE (SEE x CP NOTE / y NOTE #15) �� w� / y PAVEMENT STRIPING 03.55 FGON NEW IMPROVEMENTS F/yam/ (SEE SHEET C-3) tot �1 6 y F 00, / 102.71 FG \ _ /\0 6 / / / GRADING AND DRAINAGE PLAN CALL USA BEFORE YOU DIG. 1 (800) 642-2444 UNDERGROUND SERVICE ALERT 2.12 FG 40 FG f,/STREET NAME SIGN (SEE NOTE #16) J GRAPHIC SCALE IN FEET 15 0 15 30 60 1 inch - 30 ft, 00< Z_ w5= �2 H CK 5 N N N Q 0 norn m Q N � N N C) O O v t W w 0 O O a rn rn 0 V) Lj a w V) tz x ¢Q V ❑ 111) cn �ro Z U Q N �Ww -0o WL) N Y Z V, .. ❑ ❑ ❑ DONALD T. KAN CIVIL ENGINEER RCE 36676 ❑ HENRY WONG CIVIL ENGINEER RCE 31008 ❑ DAVID J. STARCK ARCHITECT C22903 ❑ STEVEN KOELZER ARCHITECT C 19842 ❑ ❑ ❑ tPEX EX AD CONC. \ 2.89 TC ENCL.ON / EX. PATIO _E X. CNNC/ SLAB 104.47 SW / 103.55 SW 0 /1 P i E ��Q03.93 SW �.51 SW / /ON 103.51 T o�v lWN I/ 10 TC1 P <f , 1G8 - SWON ON 1 '03.55 TC \ G/ SON 104.76 SI PROPOSED MISSION F.F. = 105.43 GRADING NOTES: 1. BENCHMARK: 3/4" I.P. TAGGED PLS 4858 FOUND AT SOUTH END OF WEST RIGHT-OF-WAY LINE OF SEVENTH STREET, AT RETURN TO SOUTHWEST. ASSUMED ELEV.= 100.00 2. CLEARING AND GRUBBING SHALL CONFORM TO THE REQUIREMENTS IN SECTION 16 OF THE SAN JOAQUIN COUNTY IMPROVEMENT SPECIFICATIONS AND STANDARDS, 3. EARTHWORK SHALL CONFORM TO THE REQUIREMENTS IN SECTION 19 OF THE SAN JOAQUIN COUNTY IMPROVEMENT SPECIFICATIONS AND STANDARDS, 4. PROJECT SITE SHALL BE GRADED TO THE ELEVATIONS AS STAKED OR DIRECTED BY THE ENGINEER. 5. MATERIAL FROM THE EXISTING SPOIL PILE LOCATED NEAR THE SOUTHERNMOST CORNER OF THE SITE SHALL BE USED TO GRADE THE BUILDING PAD FOR THE NEW MISSION. MATERIALS NOT USED SHALL BE UNIFORMLY SPREAD OUT ACROSS THE SOUTHWEST PORTION OF THE SITE. 6. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AND SHALL RESPONSIBLE FOR THE PROTECTION OF THE SAME. 7. THE CONTRACTOR SHALL REVIEW THE SITE PRIOR TO BIDDING. ANY DISCREPANCIES WITH SEPTIC SYSTEMS, STRUCTURES, ETC., SPECIFIED AS BEING REMOVED ON THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND THE DEVELOPER PRIOR TO CLEARING AND GRADING OPERATION. THE CONTRACTOR SHALL BE -PAVEMENT STRIPING RESPONSIBLE FOR THE COSTS INCURRED FOR THE REMOVAL OF SAID ITEMS IF THE ON NEW IMPROVEMENTS ENGINEER AND THE DEVELOPER ARE NOT NOTIFIED PRIOR TO CLEARING AND GRADING (SEE SHEET C-3) OPERATIONS. \ 8. APPROPRIATE DUST CONTROL SHALL BE PROVIDED TO MINIMIZE ANY DUST NUISANCE AND SHALL CONFORM TO SECTION 10 OF CALTRANS SPECIFICATIONS AND THE REQUIREMENTS OF SAN JOAQUIN COUNTY. 9. ALL LEACH LINES DESIGNATED ON THESE PLANS TO BE REMOVED SHALL BE DONE \ SO IN ACCORDANCE WITH REQUIREMENTS OF THE SAN JOAQUIN COUNTY HEALTH DEPARTMENT. 10. WHERE EXISTING LEACH FIELD IS TO BE REMOVED, THE SOIL SHALL BE REMOVED \ \ AND REPLACED WITH CLEAN SOIL. \ \ 11. IN THE EVENT OF ANY CONFLICT FOUND WITHIN THESE PLANS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIRST CONTACT THE ENGINEER BEFORE WORK PROCEEDS. \ 12. INGRESS -EGRESS EASEMENT ACROSS EXISTING PARKING LOT SHALL REMAIN UNOBSTRUCTED DURING CONSTRUCTION. \ 13. SOUTHWEST END OF EXISTING VALLEY GUTTER TO BE EXTENDED 6' TO MATCH Fq \ \ NORTHWEST END OF NEW VALLEY GUTTER. r \ \ 14. REFER TO SOILS REPORT FOR R -VALUE AND PERC. TEST INFORMATION. A \ 15. BARRICADE AT END OF IMPROVEMENTS ON "D" STREET SHALL CONFORM TO SAN JOAQUIN COUNTY STANDARD SPECIFICATION FOR A TYPE -A BARRICADE. \J1 16. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM TO SAN JOAQUIN COUNTY U \�L STANDARDS AND TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CALTRANS) NU, AND AS SHOWN ON THE PLANS. �- A \ 17. REFER TO SHEET C-3 FOR PAVEMENT STRIPING DETAILS. iW N6 J \ SW \\ \ , �A q \ �'O Cr 101.40 CL Z� MATCH 3.67 S 1G3.3D sw\� \ 100.58 FG oa 100.5 FG � 101.73 FG O fP \ \ \x0 100.58 FG 103 7� `\ 101,41 FG 0.1T�AB� 27 55.00, 7+21.59 103.168 P 105.33 SW QQ 1 � 103.1 TC 105.43 FF 105.33 SW 103.70 / 10 '1103.76 BS 105.43 FF 104.76 SW /103.600 S/ // /x'43 105.43 BSW 100.58 fG 17 105.31 SW LAN IN�i ON 1 101.84 F CONC. SLAB / 105.31 SW 104.12 BSW 105.33 SW ON ON ' 99.08 FGA A. t 103.42 TC 103.3 TC 104.12 BSW G��83.93 WW / i 100.58 FGxb'y 1 2 1 \\\ 103.84 BS ON 140.51 SWr 102 FG FG 102. 103.37 TC LANDING �Q\1�� / t 102.87 P /104.01 BSW/ 103.93 SW 103.72 TC 7- GB i GQ� * cs X 103.22 P 103.44 TC i �pE/ 102.47 FG o 102.59 FG 102.44 P 103.73 TC i p \ 103.74 TC 103.23 P i i' 102.79 FG 02.71 FG\ x/ 9 103.81 TC i �� / I j 103.24 P 1 104.00 B �' 'O \� 102.69 P l�3.89 BS 103.90 ' O 0.25 A.0 "--__-_-- /� 102.58 FL 2 ° / a 0.35' A.B. ki i 101 .71 FG 100.58 rc x i y 102.71 FG 103.92 BSW \\ 99.08 F 1�a� iso 0.35' A.S. F g �� I NEW LEACH FIELD / 103.78103,78 TC�103-78 TT 100.58 FG F.G. = 103.5 1 103.28 P ,$ / �� _ / 103.84 TC EX. SPOIL PILE 103.78 TC/ 03.20 FG \ I 103.28 P 103.47 TC �i i 4 03.97 TC 1 .r 03.47 \ / 103.47 FG / 103.79 FG \ \ \ / v28 L.F. TYPE "A" > �N / / BARRICADE (SEE x CP NOTE / y NOTE #15) �� w� / y PAVEMENT STRIPING 03.55 FGON NEW IMPROVEMENTS F/yam/ (SEE SHEET C-3) tot �1 6 y F 00, / 102.71 FG \ _ /\0 6 / / / GRADING AND DRAINAGE PLAN CALL USA BEFORE YOU DIG. 1 (800) 642-2444 UNDERGROUND SERVICE ALERT 2.12 FG 40 FG f,/STREET NAME SIGN (SEE NOTE #16) J GRAPHIC SCALE IN FEET 15 0 15 30 60 1 inch - 30 ft, 00< Z_ w5= �2 H CK 5 N N N Q 0 norn m Q N � N N C) O O v t W w 0 O O a rn rn 0 V) Lj a w V) tz x ¢Q V ❑ 111) cn �ro Z U Q N �Ww -0o WL) N Y Z V, .. ❑ ❑ ❑ DONALD T. KAN CIVIL ENGINEER RCE 36676 ❑ HENRY WONG CIVIL ENGINEER RCE 31008 ❑ DAVID J. STARCK ARCHITECT C22903 ❑ STEVEN KOELZER ARCHITECT C 19842 ❑ ❑ o ❑ � O Y 4 O (n W Z � I -- W -I W m Q REVISIONS PLAN CHECK #1 (4/13/98) Z H z Q w O u ry Z LJ _j �Q w v O W Q N Q 1 (n N m o ❑ � 4 i 1 i REVISIONS PLAN CHECK #1 (4/13/98) PLAN CHECK #2 (5/1/98) BY AS LIST DATE 5-4-98 JOB 97M136 SHEET C- 2