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U C N O_ U O O Q LANDSCAPE $" EXPANSION JOINT V� WHERE SHOWN 24 CHAMFEREDOODLGD #4 BARS © 18" O.C. 6" X 4" ROOF DOWNSPOUT. REFER HEAVY DUTY E TO ARCHITECTURAL DRAWINGS FOR 2 EACH #4 CONCRETE MORE INFORMATION BAR AT EDGE Y PROVIDE AND INSTALL 3-1"0 6 PAVEMENT PAVEMENT WITH / BROOM FINISH POINTED STEEL PINS X 18" LONG PER PLAN PROPOSED LANDSCAPE SIDEWALK 1/2" R 1" BATTER PER PLAN INSTALL 6" X 4" X 4" •• • WHERE - , DOWNSPOUT ADAPTER y, •' • ' r• SHOWN 1" R PROPOSED o Q ° 3 PROPOSED CURB , y ° 1/2" R PAVEMENT z o, 0 PER PLAN 0 w 0 o \ \ \ \ \� n !\ 6 6 I 11>, BATTER ---- _ i\\/\\\/\\\\ \\\/\\\// 0 4 PVC STORM DRAIN 90° BEND. /\ \ \ \\ \\ \\\\ ' , s . • //�//r//\/\/,\/.\/\/\//,\� \ / SUBGRADE COMPACTION PER PLAN D L 'z'/ 6" SEE DETAIL 1 HEREON CD /\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\i 4" PVC STORM DRAIN PIPE. '%//%//%//%//%//%//%//%\/�%\//%//�/ \ \ \ \ \ \ 3" 3' 3' Y \\///\//\\/r\\/\\��\\, + NOTES: TE S: FOR BASE A N D o � 9== SUBGRADE PREPARATION. � r4–#4X5'-9'= 1. CONCRETE SHALL BE 2500 PSI. 0 o 2. ISOLATION JOINTS SHALL BE PLACED ONLY AS SPECIFIED NOTES: o NOTES: 3. CONTRACTION JOINTS CONSISTING OF 1" DEEP SCORES o SCREED FINISH BOTTOM. SHALL BE PLACED AT 15' INTERVALS O.C. 1. SEE DETAIL 1 HEREON FOR ADDITIONAL INFORMATION. o ° 1. REFER TO IRRIGATION PLANS FOR ADDITIONAL WEEP HOLE LOCATIONS. ALL OTHER SURFACES 4. WHERE A WALK IS ADJACENT TO THE CURB THE JOINTS 2. ISOLATION JOINTS, CONSTRUCTION JOINTS, AND CONTROL Q ° TO BE FROM FINISH SHALL ALIGN WITH JOINTS IN THE WALK. JOINTS SHALL BE PLACED ONLY AS SPECIFIED ROOF DOWNSPOUT TO PIPE DETAIL cn cl __( 0 N.T.S. 15 6' WIDE PRECAST WHEEL STOP 2 CONCRETE CURB & GUTTER 6 CONCRETE PAVEMENT AT DUMPSTER PAD 3 ° N.T.S. N.T.S. N.T.S. o ° 0 u O 3 3" PVC DRAINAGE SLEEVE. LOCATION PER SHEET C6.0. PROPOSED FLUS AT PAV MENT u 3" TO 4" PVC ADAPTER. CONTRACTOR TO ENSURE PVC IN 1== PAVEMENT PLACE PRIOR TO PLACEMENT CONCRETE FOR BUILDING PER PLAN P.C.C. PAVEMENT R=� PAVEMENT OR 0 PERIMETER SIDEWALK. 1/2" R6„ 1== R PROPOSED ALANDSCAPE AS OCCURS u 1E 4" PERFORATED PIPE WRAPPED IN GEOSYNTHETIC SOCK OR LANDSCAPE PER PLAN PAVEMENT FABRIC. SEE ARCHITECTURAL PLANS FOR MORE INFORMATION. PER PLAN . . • , v 41 I °• ° •, • , �' ' ', v o .l'y 7 PER PLAN o• l••, FINISH FLOOR �, 8'• j\\j\\j\\j\\j\\j�\j 1 .p • ' • •' 41 CURB / CURB AND \/\/\/\/\/\/\ °• \ \ \\ v. Q 41 o N MIN I N I Vvrl 41 GUTTER PER PLAN. 1„ BATTER14, j//\\//\\//\\//\\//\\//\\// •• ` \\//\\//\\//\\//\\/� oSLAB/FOOTING O / / y 4 1/2„ R 0 •. `� y 41 12" WIDE CONCRETE SIDEWALK F ° \\, SECTION PER DETAIL 1 HEREON /\\/\\ \/\\/\\/\\/\\/\\/\\/\\/\\/ U Q)co CONTINUOUS GALVANIZED METAL SHIELD EXTENDED 12" BELOW ' ' //77\ \/ //\ \/ , •• • ° I p \//\//\ \//\//\//\//\//\//\//\//\// \N Q 18 \\ /\\j\\j\\j\\j o FINISH FLOOR – SET IN CONT. MASTIC AT CONCRETE \ \ \//\\//\\//\\//\\/ •• , . —I I :_ 24" FOOTING. REFER TO ARCHITECTURAL PLANS FOR MORE r�////\//\//\//\// . ' ' ' "• `' 0 ° INFORMATION N, 4 BARS 18" O.C. FSEE OR DETAIL TAIILASE A1 HEREON PEA GRAVEL. SEE ARCHITECTURAL PLANS # V) FOR MORE INFORMATION. \�r�\//j\//j//j\//j\//\\//\\//\\//\�//i\//��/�\� •• 0 3 /\\�\\/�\/. NOTES: SUBGRADE PREPARATION. co 1. CONCRETE SHALL BE 2500 PSI. 2. ISOLATION JOINTS SHALL BE PLACED ONLY AS SPECIFIED NOTES: 3 3. CONTRACTION JOINTS CONSISTING OF 1" DEEP SCORES o NOTES: NOTE: SHALL BE PLACED AT 15' INTERVALS O.C. 1. APPROVED BONDING AGENT SHALL BE APPLIED AT CONSTRUCTION JOINT. 4. WHERE A WALK IS ADJACENT TO THE CURB THE JOINTS 1. REFER TO IRRIGATION PLANS FOR ADDITIONAL WEEP HOLE LOCATIONS. 2. SEE DETAIL 1 FOR PAVEMENT SECTION AND THICKNESS (t). SHALL ALIGN WITH JOINTS IN THE WALK. 3. DETAIL APPLIES AT ALL SIDEWALK EDGE CONDITIONS AND PAVEMENT CONCRETE SHALL BE 3000 PSI. TRANSITIONS DRAINAGE SLEEVE DETAIL 4 18" WALK-OFF CURB DETAIL VALLEY GUTTER 8 0" CONCRETE CURB 5 THICKENED EDGE 2 o co u a N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. 0� U LnCONC. COLLAR LANDSCAPE co MAY BE SQUARE CLEANOUT FRAME & COVER WHERE SHOWN NOTES: OR CIRCULAR PER ALHAMBRA FOUNDRY 1. CONTRACTOR SHALL CONFIRM THESE PAVEMENT CO, PRODUCT NO.A-1241 OR SECTIONS WITH THE GEOTECHNICAL REPORT BY SIDEWALK TERRACON, DECEMBER 5, 2019. 0 A A APPROVED EQUAL 12" 12" WHERE SHOWN B 2. MATCH EXISTING PAVEMENT SECTION IF MORE O MIN. MIN. ,> STRINGENT THAN SECTION PER THIS DETAIL. 6HEIGHT PER 1/2 /��/��/��/��/� 3. CONTRACTOR TO PROVIDE R-VALUE OF COMPACTE " R 1" R PLAN ��\��\��\��\� SUBGRADE TO ENGINEER PRIOR TO PAVEMENT A\//, OPERATIONS, IN ORDER TO MAKE ANY NECESSARY COVER \ PROPOSED �\\�\\�\\�\\� C ADJUSTMENTS TO THE PAVEMENT SECTION. j// // // •' 'e PAVEMENT �� 4. ALL TREAD SURFACES SHALL BE SLIP-RESISTANT. o FRAME \\/\\/\\/ •' �� 5. REFER TO ARCHITECTURAL PLANS FOR COLOR, 12" 12" RISER - z z CURB FACE /j \ \ \\ \ \\ • PER PLAN �j��j��j��j��j� TEXTURE, PATTERN AND FINISH. MIN,. MIN. Q \/// \\ \� \ \�,�\ '• •• ` • \ \ \ \ \�' 6. SEE DETAIL 2 FOR THICKENED EDGE DETAIL AT AL v 24 MIN. O 6', . v r v• / / EDGE CONDITIONS. CONC. BASE AND WALL RISER SHALL BE THE SAME SUPPORT FOR TRAFFIC AS MAIN PIPE DIAMETER BUT �?L • o •\//j//j//j//j//j///� OA C2-PG64-10 ASPHALTIC PAVEMENT, 4,000 PSI HEAVY DUTY PORTLAND CEMENT E PLAN VIEW LOAD CONDITION >= W •' . \�\\�\\�\\�\\�\\�\ CONCRETE OR 21500 PSI STANDARD DUTY TYPE 1 PORTLAND CEMENT NOT LARGER THAN 6 //\//\//\//\// CONCRETE. \ \ \ \ \ ' 4" SOLID WHITE '° •• ' //��/%/\ /\ BO CLASS II CRUSHED MISCELLANEOUS BASE COMPACTED TO 95% MAXIMUM DRY 0 CONCRETE BASE AND 6" WHITE STRIPE PAINT STRIPE DENSITY BASED ON ASTM D1557-07 TEST METHOD OR CLASS 2 AGGREGATE o WALL SUPPORT FOR 2 COATS TYP. 2 COATS SUBGRADE 9" BASE COMPACTED TO 95% OF THE MATERIAL'S ASTM D-1557 MAXIMUM DRY B COMPACTION PER DENSITY. O� TRAFFIC LOAD CONDITIONS "•.,• g PLAN O SUBGRADE SCARIFIED AND RECOMPACTED TO 95% MAXIMUM DRY DENSITY � g 60 BASED ON ASTM D1557-07 TEST METHOD o INSTALL CAP & SEAL IF 00°1 z TERMINAL CLEANOUT. INSTALL MAIN PIPE STANDARD DUTY HEAVY DUTY STANDARD DUTY HEAVY DUTY ° PIPE IF IN–LINE CLEANOUT NOTES: ASPHALT ASPHALT F : CONCRETE CONCRETE SIDEWALK CONCRETE U � _ FLOW PAVEMENT PAVEMENT CONCRETE PAVEMENT �' 0 1. CONCRETE SHALL BE 2500 PSI. \ 2. ISOLATION JOINTS SHALL BE PLACED ONLY AS SPECIFIED AO 0'-2 1/2" 0'-3" 0'-4" 0'-5" 3. CONTRACTION JOINTS CONSISTING OF 1 DEEP SCORES SHALL BE o 36 MIN. 04 -4- - PLACED AT 15 INTERVALS O.C. BO 0'–4 0'–4 0 –0 0'–4 INVERT ELEV. PER PLAN 4. WHERE A WALK IS ADJACENT TO THE CURB THE JOINTS SHALL ALIGN w c I PER PLAN _ I a CL WITH JOINTS IN THE WALK. °° °° '° °' 0 o SECTION B–B UNDISTURBED EARTH r i– WIDTH SITE PLAN _1 CO o'–lo" o'–lo" o'–lo" 1 –0 Q SECTION A–A 3 CLEANOUT DETAIL ,� 3 EV CAPABLE ACCESS AISLE STRIPING ,� O STANDARD 900 PARKING STALL STRIPING 7 CONCRETE CURB 4 PAVEMENT SECTIONS N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. o E E E o v) o ISSUE DATE DESCRIPTION ENGINEERS SEAL OH � � 8/10/2020 1ST SUBMITTAL Kimley* HornCITY OF MANTECA te. CITY OF MANTECA GM QROFE�S/pyAPPROVED BY: DIAL TWO WORKING DRAWN BY ��o�� P OCl0�Fyc� 765 THE CITY DRIVE, SUITE 200 e BEFORE ��(�� DAYS BEFORE JP C ORANGE, CA 92868(714) CONSTRUCTION YOU DIG 1,1111 YOU DIG CHECKED BY * RCE N0. 86160 * (714)939-1030 RCE # EXP CREN FQIaSRB CITY ENGINEER DATE C8 . 0 PREPARED R THE DIRECT SUPERVISION OF: DETAILS civ0- �` 1311 E YOSEMITE AVE., TOLL FREEAPUBLIC SERVICE BOO-227-2600 TH TF OF w- Ci DATE: 8/9/2.D2.D UNDERGROUND SERVICE ALERT RECOMMENDED JOHN POJCK, R.C.E. NO. 86160 EXP. 12/31/20 MANTECA, CA 95336