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HomeMy WebLinkAboutC1.00 EROSION CONTROL PLAN // GENERAL NOTES _ RUST; \ \ / �`d / 1. CONTRACTOR TO VERIFY EXISTING IMPROVEMENTS SHOWN ON THE PLAN. � \ 1144 S. SILVERSTONE WAY SUITE 500 \ \ / 2. CONTRACTOR TO PROTECT IN PLACE, DURING DEMOLITION AND CONSTRUCTION, ALL MERIDIAN, ID 83642-7381 gB'W-2579- _ `� EXISTING IMPROVEMENTS THAT ARE TO REMAIN AS NOTED ON THE PLAN. 0S J - - - - \ 0 SS SS SS- _ 3. ANY EXISTING STRUCTURE, IMPROVEMENT OR APPURTENANCE TO REMAIN THAT IS DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE IMMEDIATELY REPAIRED L UGP OR REPLACED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. a COPYRIGHT© 2024 i257 ' /�25�g= - - \\\ \\ I \\�I 4. CONTRACTOR SHALL VERIFY AND LOCATE ALL EXISTING UNDERGROUND UTILITIES 25 BEFORE CONSTRUCTION AND PROTECT IN PLACE UNLESS NOTED ON THE PLANS. - - - - - - - - / S f�/�25l6_ 5. THE CONTRACTOR SHALL EXERCISE CAUTION AND USE CONSTRUCTION TECHNIQUES _ \ \ I TO PROTECT AND PRESERVE EXISTING PERMANENT SURVEY MONUMENTS. ALL o / �/ VTC / \ II I /s I SURVEY MONUMENTS DISTURBED (PROPOSED AND EXISTING) SHALL BE REPLACED GIRR GIRR _ - -G}Rf _ AND/OR REHABILITATED IN ACCORDANCE WITH STANDARDS BY A PROFESSIONAL ■ LAND SURVEYOR RETAINED BY THE CONTRACTOR. Kimley ))) Horn \\\ / 8 W 8"W 8>,W „W ��?� , /j�/ \ I I \ W COBALT DR / IIIII SEQUENCE OF CONSTRUCTION 1100 West Idaho St.,Suite 210 -2576 2575- - -2575_ � ' /� / 1 I/ IIIIII I I Boise, ID 83702 I Tel. No.(208)845-0089 ( — _ _,576_ % %� Ip O \ / IIIIII PHASE I \ I - - 0 0 �i / I I ^ 4 I\ IIIIII I I 1. INSTALL PERIMETER BOUNDARY SEDIMENT CONTROLS INCLUDING: STABILIZED _ _ _ _ I r\ I \ III CONSTRUCTION EXIT(S), SWPPP INFORMATION SIGN, HYDRAULIC CONTROL — — — — — — — — — — — — — — — — — — — _ —� _— ____ — — — — — — — — — — — — — — — — — — — — _ �ii I n/ 0I III CONSULTANT - - - - - - - - - - - - - - - - - - - - VTC - =_ - - - - - - - - _ - _ - _ / I N I 11111 III STRUCTURES (SWALES, CHECK DAMS, SEDIMENT POND, ETC.) AND SILT FENCING. CW / - - I I IIIIIII I 2. INSTALLATION TEMPORARY FOLLOW FOLLOWING AREASTORAGE AREAS. UPON IMPLEMENTATION AND I THE 25� / I / N 7 I� I PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, MASONS AREA, FUEL AND I / IIIIIII 1 0 MATERIAL STORAGE CONTAINERS, SOLID WASTE CONTAINERS, ETC., DENOTE THEM \ _ / 0 — — 0 — —0— — — 0 — — 0 I / J IIII \ ON THE SITE MAPS IMMEDIATELY AND NOTE ANY CHANGES IN THE LOCATIONS AS vrNAL E / — I F In / I I/ IIIIIII I THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS. oF�SS LENS, L JU o / I III 3. DEMOLITION OF EXISTING IMPROVEMENTS PER DEMOLITION PLAN. Q� / 4. START MASS GRADING THE SITE AND CONSTRUCTION OF ROADS. BLOCK 1 / ll I ( SPA SFp I IIIII 5. TEMPORARILY SEED ANY DENUDED AREAS. MAINTAIN SITE PROTECTION AND 19524 STABILIZED CONSTRUCTION EXITS. 04/10/202 0 1 IIII 6. EXCAVATE AND INSTALL UTILITIES, BUILDING FOUNDATION, ETC. % �qT o I 1I IIIIII OF 7. FINAL GRADING OF THE SITE. �FTRICK SF I LOD IV IIIIII 8. INSTALL ASPHALT DRIVE AISLE. Z 9• FINAL STABILIZATION AND LANDSCAPING. SS I SS I N I \ I I STAMP �� — �� I / II ( ss �S I _S� I sF �—� I Ililii MAINTENANCE No. Description Date CV c^� — — — — — 1 IIIII P / I 1 cry - I ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE N p I STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY \ / IIII � \ \ / �`� FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF N 1 1 I WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION Jill I UJ CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON IN ACCORDANCE I WITH THE CONTRACT DOCUMENTS OR THE APPLICABLE PERMIT, WHICHEVER IS MORE to / �^ I I IIIII STRINGENT, AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: N I IIII N of I I IIII 1. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND - - - - - - - - - - - - - - - -�0 \ 1 //// \ \ \ \ \ I I O I 111 I IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. IIII z \ \\ / s� I I 1 2. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL n/ \ \ to I I IIIII / w PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY r- I I I REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS \ c`Gv V N of I IIIIII // CONDITIONS DEMAND. \\ //�/ \\ \\ / / ^� - I i 1 IIII I I I I�/ // 3. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD _� \\ r//\ \\ \ \\ I - f - - - I I III I / CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 4. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN \ _ - - - - - - - - - - - - - - /#/ / / I / III / OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM THE - - - `� \ \ \ / / / N o ' SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 50%. C-A / — — — — 0 I IIIII II 0 / Project Number N/A ,256 \ \ o \ / ao 1 IIIII I / Date 4/10/2025 I 11gI I , LEGEND � I IIIIII I I/ 9 � / �2620 EXISTING CONTOUR \\ / \ 5�3 2575 I I I1111 I / U) PROPOSED CONTOUR 2565, \ \ ��\ 6�� ��\ \Y / SF \ 5�2 ,IW SS $S SS S�— \\\ LU 2573 �L�^I 0 — / /// \\ I II LD LIMITS OF DISTURBANCE \I\ I \ / \ // \ / \ \ 1� 25 7,3 2573 J /// 10/ I I \�� \� � \ / \ // \ \ O \ 25j� 1% I - __ _ �/ I I DIRECTION OF PROPOSED STORMWATER FLOW LU \ 'I - _ _-- ������ BLOCK 1\ INSTALL VEHICLE TRACKING CONTROL _ \K� \ \\\ \\\ \ `� ,1 I — — — — I III 0 1 I I I I / VTC - SEE DETAIL 3, SHEET C1.10 SF _ \ — 0 0 — 0 _ 111111 �' � I / \ \ I I ( a a a a �I I I I I I INSTALL SILT FENCE - SEE DETAIL 1 & s vo4��� v�v \ / 6 10 LOD 111 9 I I I I 0 SF DETAIL 2, SHEET C1.10 �� �v� �� �� � / / �p � CW 6� rL� ,S`' '�� V A � X� I � v � I � � � PROPOSED CONCRETE WASHOUTUJ h� - / U AREA SEE DETAIL 4, SHEET C1.10 `p \ SPA SFP \ IIIIIIIIIr \ \\I \ \ I r _I I �� \ \ /� 2s6� / �P CONSTRUCT DROP INLET PROTECTIONo - 1. ���\��� O \ \ .�1 (01 �\ �'s� \� I 1 III / \ ( ^ - J SEE DETAIL 5 & 6, SHEET C1.10 E SF STAGING, FUELING, PARKING, AND \ �� ;������ �� \ - - - - - - - - \ MAINTENANCE AREA-EXACT LOCATION AND SIZE MAY VARY OR BE RELOCATED o LOD `�� DURING CONSTRUCTION. THE CONTRACTOR 2 IS RESPONSIBLE FOR UPDATING THIS PLAN p TO INDICATE ANY AND ALL MODIFICATIONS 3 — — \\ VILLAGIO WAY \ I I o _ _ _ _ \ \ \\ � `� \ STOCKPILE AREA-EXACT LOCATION AND O VTC / I I to -�S „\\��\\\ \\ \ \\\\\ \\ SIZE MAY VARY OR BE RELOCATED s W \�� / ds \ \ I \ I \ I I SPA DURING CONSTRUCTION. THE CONTRACTOR - ` ��\ �������� � 1 _ _ _ _ EP IS RESPONSIBLE FOR UPDATING THIS PLAN - - - - I 8 W ��\��� �� / 69, \ / TO INDICATE ANY AND ALL MODIFICATIONS ch -0 I p w Ip I I ' 13 LOD p 3 I 1 O \ I 66 - O I00 � - �, CW I \��\���� \ \ I I IIIII W El a 0 VTC in Y g 1D cli — � IP — IP w N _ — _ w // � � �� >�z _ ry 73 II U) c - - - -- - 0 _ _ _  7 — — — — — — — OHPLu II I I I I 1 1 1 1 w —_ - - - —_—_— —I =___=J — _ - - _ - - � / / \ \ == ====_ LLI N Cn SHEET TITLE J _ - �\ / \\ _ - - J �'r f l �_ —___- - I -\ 1 1 1 GRAPHIC SCALE IN FEET ° N �i\ \\ // 1 I ( // / \ � - \ \ - � ���� �l I I 1 1 1 \ 1 1 I 1 1 0 30 60 120 Y CAUTION: NOTICE TO CONTRACTOR , NORTH THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING ° °? . , 0 a F UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES 3 AND,WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION SHEET NUMBER CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING Know what's below. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Call before you dig