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CONSTRUCTION SITE ENTRYEXISTING GROUND CONSTRUCTION SITE RIGHT OF WAYon EROSION AND SEDIMENT CONTROL NOTES EXISTING SURFACE NOTES: 1" TO 3" WASHED 1. EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED DURING FIRST WEEK OF CONSTRUCTION. CORRUGATED STEEL 1. CONSTRUCTION SITE ACCESS SHALL BE WELL-GRADED GRAVEL NOTES: PANEL CONSTRUCTED OF CORRUGATED STEELOR CRUSHED ROCK. 1. CONSTRUCTION SITE ACCESS SHALL BE "RUMBLE" PLATES WITH RIDGES FOR � CONSTRUCTED OF 1" TO 3" WASHED, 2. EROSION AND SEDIMENT CONTROL SHALL REMAIN THROUGHOUT CONSTRUCTION AND BE REMOVED AND 30'-0" MIN. VIBRATION/DUST CONTROL ON HARDSCAPE fi7- A7_ 50'-0' MIN. WELL-GRADED GRAVEL OR CRUSHED ROCK. DISPOSED OF DURING MAINTENANCE PERIOD. SURFACE. MATERIAL SHALL BE PLACED TO A MINIMUM 3. EROSION AND SEDIMENT CONTROL MAY BE ADJUSTED THROUGH CONSTRUCTION WITH APPROVAL OR Z THICKNESS OF 6". AS DIRECTED BY OWNER'S REPRESENTATIVE. Z 2. LENGTH OF ENTRANCE SHALL BE A MINIMUMOF 30 FEET. WIDTH SHALL BE A MIN. OF 15' OR '0 —1 I I—III— —III ' ' '- 2. LENGTH OF ENTRANCE SHALL BE A MINIMUM OF4. CONTRACTOR SHALL SWEEP STREETS AND PARKING AREAS AFFECTED BY CONSTRUCTION WITH STREET —1 Ii I GREATER IF NECESSARY TO COVER ALL 50 FEET. WIDTH SHALL BE A MIN. OF 15' OREXISTING SURFACE VEHICULAR INGRESS AND EGRESS. PROVIDE SECTION VIEW - A- GEOTEXTILE MATERIAL GREATER IF NECESSARY TO COVER ALL SWEEPER AS REQUIRED TO KEEP PAVING CLEAN OF CONSTRUCTION DEBRIS. SECTION VIEW - A-A AMPLE TURNING RADII. VEHICULAR INGRESS AND EGRESS. PROVIDE AMPLE TURNING RADII. EROSION AND SEDIMENT CONTROL LEGEND 3. CONTRACTOR SHALL UNDERLAY STEEL"RUMBLE" PLATES AS NECESSARY TO PROTECT EXISTING 3. THE ENTRANCE SHALL BE KEPT IN GOOD DIRECTION OF TRAVEL PAVING AND SPAN CURB HEIGHT. A DIRECTION OF TRAVEL A CONDITION BY OCCASIONAL TOP DRESSING SYM DESCRIPTION DTL REF A A WITH MATERIAL AS SPECIFIED IN NOTE 1. 4. THE ENTRANCE SHALL BE KEPT IN GOOD FILTER FABRIC TO BE SECURELY ATTACHED TO DRAINAGE STRUCTURE C CONDITION BY OCCASIONAL RINSING. 4. ACCESSES SHALL BE INSPECTED WEEKLY DURING 1 TOP AND PERIMETER WADDLE - Z PERIODS OF HEAVY USAGE,MONTHLY DURING _Z 5. ACCESSES SHALL BE INSPECTED WEEKLY g NORMAL USAGE,AND AFTER EACH RAINFALL, DURING PERIODS OF HEAVY USAGE,MONTHLY o WITH MAINTENANCE PROVIDED AS NECESSARY. LIMIT OF WORK C? DURING NORMAL USAGE,AND AFTER EACH LO PERIODIC TOP DRESSING SHALL BE DONE AS VERDE DESIGN RAINFALL,WITH MAINTENANCE PROVIDED AS NEEDED. �� D NECESSARY. SEDIMENT RETENTION FIBER ROLL _ LANDSCAPE ARCHITECTURE 5. TEMPORARY ACCESS ROAD SHALL BE REMOVED �/ CIVIL ENGINEERING 6. TEMPORARY ACCESS RUMBLE PLATES SHALL BE AT THE END OF THE PROJECT.AFFECTED AREA SPORT PLANNING&DESIGN REMOVED AT THE END OF THE PROJECT. SHALL BE RETURNED TO AS WAS OR BETTER TEMPORARY CONCRETE WASHOUT FACILITY - PROVIDE A WASHOUT BIN FOR E PLAN VIEW AFFECTED AREA SHALL BE RETURNED TO AS PLAN VIEW CONDITION. CONSTRUCTION WASHOUT AND REMOVE AT END OF CONSTRUCTION. - 1843 Iron Point Rd#140 WAS OR BETTER CONDITION. Folsom,CA 95630 CONSTRUCTION STAGING AREA tel: 916.415.6554 E RUMBLE PLATE CONSTRUCTION ENTRY NTS D STABILIZED CONSTRUCTION ENTRY NTS fax:408.985.7260 www.VerdeDesignlnc.com + + + + + + + STABILIZED CONSTRUCTION ENTRY / RUMBLE PLATE CONSTRUCTION ENTRY A,B o DIRECTION OF SURFACE FLOW STAMP �p,NDSCgpe z o 1"x2"x24" STAKES @ J� 4' MAX SPACING SEDIMENT RETENTION FIBER �� P��S.BAG (III ROLL, REFER TO SPECIFICATIONS. No. 40 ' a 000• ❑ REFER TO RETENTION SPECIFICATIONS. ROLL, X GRAVEL BAGS TO BE w n 0 ° o INSTALLED EVERY 8' O.C. Ili `�.,x 0 0 FLOW AT SLOPES 5:1, BAGS TO y ur cf) ocP�coo�; �� o o BE INSTALLED EVERY 4 TEXPJULYIONOD'TE: Of I FLOW F OF CN\- 0� 0 I I � z ------------ — I CONSULTANT z — --- ----------- 0 0 ; k w / uti ® k k Ar rn ° � ° k I� AT SOFTSCAPE AT HARDSCAPE z 29 c / o ® I NOTES: 0 g d o ® I 1. INSTALL SEDIMENT RETENTION FIBER ROLLS (FIBER ROLLS /WATTLES) AS LOCATED ON PLANS AND AS REQUIRED PER THE / STATE GENERAL PERMIT FOR STORMWATER DISCHARGE. } ,/ \� 2. FIBER ROLLS SHALL BE CONSTRUCTED LONG ENOUGH TO EXTEND ACROSS FLOW PATH OF POTENTIAL RUN-OFF AND Z , / Q RUN-ON. } / o 3. PREPARE GRADES REMOVING SURFACE DEVIATIONS, LARGE STONES OR DEBRIS THAT WILL INHIBIT CONTINUOUS CONTACT M O o � o OF THE FIBER ROLL WITH THE GRADE. o / ��"Z I 4. PRIOR TO FILTER ROLL INSTALLATION EXCAVATE A CONCAVE TRENCH 2" MIN.,4" MAX. DEEP ALONG THE PROPOSED FIBER 2g a9 4 v� I ROLL LOCATION. 5. INSTALL FIBER ROLLS WITH CONTINUOUS CONTACT OF THE BOTTOM OF THE EXCAVATED TRENCH. 0 6. STAKE ROLL ON BOTH SIDES 2' FROM OF ENDS AND AT 4' MAXIMUM SPACING WITH 2"X2"X24" STAKES. DRIVE STAKES IN ci ❑ ° ° ° Q ,/ r�/ I ON ALTERNATING SIDES OF THE ROLL AND OVERLAP ABUTTING ROLL ENDS 12" MIN. 7. BACKFILLED BOTH SIDES TO WATTLE AND TAMP SOIL TO FIRM AND STABLE. 8. CONTRACTOR SHALL MAKE WEEKLY INSPECTIONS OR AS INDICATED IN STORMWATER POLLUTION PREVENTION PLAN, OR Lu THE STATE GENERAL PERMIT FOR STORMWATER DISCHARGE. 2151 o' / r w , ° r I A SEDIMENT RETENTION FIBER ROLL NTS ° ° , J 6"MIN - 12" MAX cl)a 2"X2"X24" STAKES,TYP. Q ° \d SEDIMENT RETENTION C FIBER ROLL,TYP. 0 ❑ ° Zo�;o / \ e - °IV) 0 ` 0 �►/��/ \// u FINISH GRADE w o v ! \ \ 41k �® CD ® o /A X/ \ —S— ° u J ego f i////\/ /\/ / PROPOSED GRATE TO HAVE w / / \ oho \ + �x \\/\\j \/\\j j\ \\\��\/ FILTER FABRIC SECURELY o 0 / \ \ �� /' ATTACHED TO TOP. c/ / \ / / f/ i CATCH BASIN / DRAIN INLET, EYMAP o ®/, '\ - / � \\\ REFER TO DRAINAGE PLAN FOR — ,/� �� \ �/° 6 MIN - 12 MAX ADDITIONAL INFORMATION. /' _ o ��/ �, \ ° � Ix AT SOFTSCAPE ' 0 Q e q GRAVEL BAGS,TYP. Lu z Q / ! f 29 SEDIMENT RETENTION FIBER ROLL,TYP. J • ••e•• — •., Ld o Z 0 FINISH GRADE Q r CMM r \ • ° ~ '/� PROPOSED GRATE TO HAVEam y I'1� , � FILTER FABRIC SECURELY IMM N /� \ ° ® ATTACHED TO TOP. ® \ � MM CATCH BASIN / DRAIN INLET, ® � REFER TO DRAINAGE PLAN FOR — — — _ — _ e o e AT HARDSCAPE ADDITIONAL INFORMATION. NOTES: SHEET TITLE Z o / rr /' O Ilk® '� �a CONTRACTOR TO CONFORM TO SEDIMENT RETENTION FIBER ROLL NOTES PROVIDED IN DETAIL A,THIS SHEET. EROSION AND SEDIMENT 0 Z o .® ° o o e e e p I B STORM DRAIN INLET FILTER NTS CONTROL PLAN e e 2e FOR EXISTING AND PROPOSED STORM DRAINS 0 0 o 12'-8" MIN. cn IIA I O 29 ® �� WEDGE LOOSE STRAW ♦/��•` \ ° ® x o o BETWEEN BALES PROJECT NAME --------------Ell,o I � ♦ ® a , f o °® ® o I STRAW BALES (2 HIGH) aO �Ld ` I - FRANKLIN HIGH SCHOOL 20008 ti� ® 0 1 1 0 ��--7 s) ,�--� , ; ; ; ATHLETIC IMPROVEMENTS -I 27 ° ocps0�s ® �/ \ D ° 0 I ® a ® o ------------------��_ /\\ 0 • ® 01 (J I I 36" WOOD STAKES 01 0 x / \ w ❑o — \�, ! \\ ® % /' //\ f ® I 1 ROCK BAGS IN — x \ ! \ / X ° ° 1 ® /x /\ x \ / 0 CORNERS PROJECT ADDRESS L---------------=J Q N _ \\\ ' \'\ , i 4600 E. FREMONT ST. Z O ` ! !!\ 0 0 0 0 0 0 0 0 0 0 �D �\'\ 0 I PLAN STAPLE AS REQUIRED STOCKTON, CA 95215 CD 36" WOOD STAKES > J _ I ` (2 PER BALE) w -- / STRAW BALES (2 HIGH)Ld SUBMITTAL DATE I ° I I ® �\ ' \ f o o FINISHED GRADE DD/50% SUBMITTAL 03/06/202 GRAVEL BAGS IN CORNERS DSA 100% SUBMITTAL 05/01/202 U / / `� 12MM PLASTIC LINER INN t SECTION C-C `, 28 C TEMPORARY CONCRETE WASHOUT FACILITY Ld �I --- -- ---- — ---j i z o �� Z / ' \ Z I 0 29 ® o \ /0%\ NO. REVISIONS DATE �o <•. ; OAC \ o e e e e s s s s o 9 e e e e e e e e e s s s s s s eee e s s ssssss / \ ♦ ♦ F-oz eeeeesssss { eeeeeeeee s s s s s s eee esssssssss \ ♦ O • I x Q w eeeeesssss eeeeeeeee ssssss eee esssssssss \ ♦ �� eeeev00000 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ! W LLJ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 \ \ ♦ ♦ O% z / v v �� ♦ o of LLI aJ� ' w / z ifl ♦ �� f DRAWN BY CHECKED BY a= 29 I � _ ♦ z AC CS LLIZ W 29 ` ' ♦ O ♦ 28 LLJ 0 I p 0 DATE ISSUED SCALE �� + + , tiq ♦�ti� e ` 00- 05/01 /2020 1 " = 40'-0" �r <z Q — 29 0 x PROJ. NO. a 0LL I 0 w /�'V� �� ° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° o 0 0 0 0 0 o NORTH 1911000-1211 Q ` — — — — — -- ------------------- ° 0 — ----------------- --- — 0' 20' 40' 80' 120' SHEET NO. 20 av # OF DRAWING NAME: Y:\Projects-FOPLOTTE19 BY: t Franklin Restart\CAD\_A_L3.0_SWPP.dwg EROSION AND SEDIMENT CONTROL PLAN PLOT DATE: 04-30-20 PLOTTED BY: station46