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Home My WebLink AboutSW6231203_Plansheet - Other_20240813 (3) TEMPORARY CHANNEL DESIGN I 58' TEMPORARY EARTHEN EXISTING SILT FENCE ALLOWABLE SHEAR \ BERM (1' HIGH, 3: 1 SIDE MAX DEPTH SIDE SLOPE BOTTOM LENGTH LINER SLOPE 2' TOP WIDTH SEE TO REMAIN IN PLACE CHANNEL# SHEAR STRESS STRESS 121' TEMPORARY EARTHEN ) \ (IN) (FT/FT) WIDTH (FT) (FT) MATERIAL BERM (1' HIGH, 3: 1 SIDE I DETAIL ON SHEET CG502 (LB/FT ) (LB/FT ) z SLOPE, 2' TOP WIDTH). SEE HIGH VELOCITY 0 � � 1 12 3:1 2.0 289.0 1.55 1.37 / DETAIL ON SHEET CG502 E LINER 35.0' ° HIGH VELOCITY z I C�E 2 12 3:1 2.0 38.0 1.55 1.31 > J 0 LINER i 125' TEMPORARY EARTHEN I TTT HIGH VELOCITY 0 z BERM (1' HIGH, 3: 1 SIDE C IE 3 12 3:1 2.0 343.0 1.55 1.5 cf) m I ( (I � I ( SLOPE, 2' TOP WIDTH). SEE E 20' WIDE TREE BUFFER TO BE LINER W DETAIL ON SHEET CG502 P USED TO RESTRICT VISIBILITY �' 4 12 3:1 2.0 186.0 HIGH VELOCITY 1.55 0.92 IN ADDITION TO PRIVACY FENCE. f LINER � _/ � < HIGH VELOCITY 289 LENGTH TEMPORARY 5 12 3:1 2.0 124.0 1.55 0.25 DRAINAGE CHANNEL #1. SEE L �� C LINER �\ � DETAIL ON SHEET CG500. ��, • 35.0 � � � 3,300 LENGTH PERIMETER \ I �� FENCE BY ELECTRICAL/EXTEND EXISTING SILT FENCE CONTRACTOR). DETAIL ON 8' 520 LENGTH UPHILL ALONG WOODS LINE. �':.t SHEET CG501 PRIVACY FENCE TIE INTO EXITING PERIMETERLo P ,` �� ,A� � ��`. SILT FENCE ALONG REAR fir;, +�+ � \ s PROPERTY LINE. =- PROPOSED SOLAR J I SOLAR RACKS TO BE MOUNTED ON DRIVEN rno \ rns R = 86.5' ..<y. • ARRAY PROJECT 3H:1V SIDE SLOPE •- .10 _ 4; \ o V _�* "`�'~ fi';: 2' (REQUIRES STABILIZATION SINGLE POSTS SPACED AT (SHOWN u` � �•�� AREA = 12.23 ACRES� , WITHIN 7 CALENDAR DAYS � o ENLARGED FOR VISUAL REFERENCE) ` \\ :° ' A'n (INSIDE FENCE) f -� Q TS EROSION CONTROL LINER. USE _ ® �% ROLLMAX ERONET S75 EROSION _ \ TS STABILIZE SIDE SLOPES ~;. WITH ROLLED EROSION 16.0 PROPOSED ACCESS o CONTROL BLANKET OR / 50 WETLAND AND STREAM BUFFER; A '� A � , . : oa - R = 34.5 DRIVE. SEE DETAIL EQUIVALENT. SEE PRODUCT o TO REMAIN UNDISTURBED \ CONTROL PRODUCT. SEE w,.44. ON SHEET CG500 SPECIFICATIONS ON SHEET CG501. o TRAPEZOIDAL CHANNEL � ,DETAILS ON SHEET CG501 �' � CROSS SECTION (TYP.) O � ^CONCRETE WASHOUT O 8 PIT. SEE DETAIL ON m N.T.S. o SHEET CG500. <v oo w EARTHEN FILL EROSION CONTROL LINER. USE TEMPORARY SKIMMER BASIN �� \ ° 38' LENGTH TEMPORARY s "-w ,., 9n E ROLLMAX ERONET S75 EROSION TEMPORARY STOCKPILE 2' ` � ��, DRAINAGE CHANNEL #2. SEE }�.',.�::;;x:�_';"µ=�.,' ;,,�.'';� LOCATION. SEE DETAIL 190 � I CONTROL BLANKET OR I #1. SEE SHEETS o EQUIVALENT. SEE PRODUCT CG400-CG401 FOR DETAILS. ,\ \ '• '�� V DETAIL ON SHEET CG500. x v ON SHEET CG500. Gv 3H:1V SIDE SLOPE SPECIFICATIONS ON SHEET CG501. `, (REQUIRES STABILIZATION \ ", r v A �� V � �.`;,;: ;r„r. �• -• � �j WITHIN 7 CALENDAR DAYS) 00 \ v � � ��\� Y". :.r•, ... � ' ::;Y 'rf: 2" `Sv //q ADD ADDITIONAL GRAVEL TO 1 1 1' ��•,,.......(t...,,• �. � 1 �k'r !o••�ti1 •.r. .a t f. OJ� // � ��.f�. S� SURFACE LEVEL OF EXISTING GRAVEL \ \ EXISTING SILT�FENCE <" 80 V �.•, :; •:,. •_..,•• ,•.� � / I `ACCESS DRIVE. DRESS/GRADE AS � TO REMAIN IN PLACE - ' ��• - , , r�. NEEDED TO MATCH 2% CROSS-SLOPE 1 / ' ` FROM CROWN FINISHED SURFACE AS 056748 REPAIR REPLACE IF s x:•• .`�;� •.., s ' = 343 LENGTH TEMPORARY :.. ;.. :•,.:..;:�...•�..: '`� s i NEEDED `DRAINAGE CHANNEL #3. SEE " ":?=:r• •�:�; =`' ( / SHOWN IN DETAIL ON SHEET CG500. EARTHEN BERM '�•''`� �q-/Co' .W y ,� DETAIL ON SHEET CG500. '=f '' °, ?., :;.`. ,�O NATIVE SOIL !i G NE,..•��i�.1 :;", .: .. W \� N.T.S. i�� q R . \A TEMPORARY SKIMMER BASIN N� 2. SEE SHEETS .� •v .v \ ,a:... O �� 13.0 *MAINTENANCE* CG400-CG401 FOR DETAILS. I �. v \\\\ \ TS � �90\=`��:�,<, / 08/2023 24.0 �►�� $ ca �� 1. DURING THE ESTABLISHMENT PERIOD, CHECK CHANNEL AFTER EVERY RAINFALL. AFTER ESTABLISHMENT CHECK N N C> C> C> C, �,, CHANNEL AFTER EVERY SIGNIFICANT RAINFALL EVENT Y2 a �, ,.,, a, �„ 00 _� STABILIZE SIDE SLOPES r`y 1 ( o N OR GREATER IMMEDIATELY MAKE REPAIRS. ! Is I WITH ROLLED EROSION �t;-I )• o N C) c> � �� - -� ��\ \ CONTROL PRODUCT. SEE SITE ENTRANCE \ 2. CHECK THE CHANNEL OUTLET AND ALL ROAD CROSSINGS R = 35.0' 34.9752819°N, -078.9108826'W DETAILS ON SHEET CG501 ':�:`I � � FOR BANK STABILITY AND EVIDENCE OF PIPING OF c� SOLAR AREA TO BE GRADED TO A MAXIMUM 4,k\y I \ I I r ti'I SCOUR HOLES. w - SLOPE OF 8% ONCE DRAINAGE CHANNELS, ,..,ay 3. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO AND SKIMMER BASINS HAVE BEEN INSTALLED. ,`�° TS 'h:; ;�1 MAINTAIN THE DESIGNED CARRYING CAPACITY. - CN STABILIZE ONCE GRADING IS COMPLETED. - --- l EXISTING TREES ALONG GILLESPIE STREET 4. SHOULD EROSION CONTROL LINER TEAR OR BECOME N N N �J® / '�- INEFFECTIVE, REPLACE IT PROMPTLY. O N N \ �, o r , '_>,=':I - _ _ _ ARE TO BE USED TO RESTRICT VISIBILITY N IN ADDITION TO THE PRIVACY FENCE. o o / I • 186' LENGTH TEMPORARY _ ___--- �~ FOR DETAIL OF CURRENT CONDITION OF NOTES: \ z o 0 \/ �35.0'\ I DRAINAGE CHANNEL #4. SEE --- , - - - EXISTING TREES, PLEASE SEE SHEET CG502 0_ I I DETAIL ON SHEET CG500. �� IF L 0 0 ""> ---- _R - 80 1 SUBSOILS WILL NOT BE COMPACTED DURING THE INSTALLATION OF SOLAR PANELS z z z COMPACTION OCCURS DURING CONSTRUCTION, THE SUBSOIL WILL BE TILLED AND i s - AMENDED TO RETURN THE SOIL TO ITS PRE-COMPACTION CONDITION. z0 --��1/ "'I t /., 340 LENGTH o 0 0 0 0 PRIVACY FENCE N 124 LENGTH TEMPORARY ` I �j :;,. - _ -- i 2. PANELS SHOWN HAVE A 12' WIDTH AND A DISTANCE OF 14.3' SHALL BE MAINTAINED w o DRAINAGE CHANNEL #5. SEE o ` :.' '� - _7 I BETWEEN SOLAR ARRAYS TO ALLOW PROPER STORMWATER RUNOFF FROM SOLAR o Q - a a DETAIL ON SHEET CG500. `_ - PANEL ARRAYS. SOLAR ARRAY AREAS WILL NOT CONTAIN SLOPES GREATER THAN 8% `D � 3 / \ LAY DOWN AREA (6 DEPTH TO MAINTAIN SHEETFLOW. I ~ o 0 0 CRUSHER RUN STONE) o w o 35.0 ;73 �_% 3. THE PROPOSED SOLAR ARRAY AREA DOES NOT CONTAIN SLOPES GREATER THAN 8% m w w w ,�- 355' TEMPORARY EARTHEN AND SHALL BE UNIFORM TO AVOID THE CONCENTRATION OF STORMWATER. o o ,o � BERM (1' HIGH, 3: 1 SIDE � TS SLOPE, 2' TOP WIDTH). SEE \ 4. WEED CONTROL AND VEGETATION MANAGEMENT SHALL BE MECHANICALLY BY MOWING uj TEMPORARY SEDIMENT \ TO AVOID THE USE OF HERBICIDES AND FERTILIZERS. � = o 0 _165 �� DETAIL ON SHEET CG502 cn cn � BASIN #1. SEE SHEETS �\ 3 0.0 / � _ _ z Z z z CG400-CG401 FOR DETAILS. n �� ` � 184 TEMPORARY EARTHEN �� 5. SOLAR ARRAY VERTICAL CLEARANCE WILL NOT EXCEED 10 . d o � „ •, � �, � q� BERM (1' HIGH, 3: 1 SIDE z SLOPE, 2' TOP WIDTH). SEE DETAIL ON SHEET CG502 / // / _ ��155 � � � � W / 35.0 Q W 1so 12.0 WIDE SOLAR ARRAYS Q 165_ STABILIZE SIDE SLOPES Q / - / WITH ROLLED EROSION 14.35 DISCONNECTION BETWEEN SOLAR ARRAYS � W 50.0 CONTROL PRODUCT. SEE ' H DETAILS ON SHEET CG501 / / o / v� z 12.0 WIDE SOLAR ARRAYS 10.0 m z \\uuii \\uuii \\uuU/ \\uuUi Q `O `O `O //y `O 1 ' i = i = i = i = i 14.35 DISCONNECTION BETWEEN SOLAR ARRAYS �� \\\` ''niilma`` LL J z N - O PLANT ONE TREE EVERY 50 LF & TWO SHRUBS O 12.0 WIDE SOLAR ARRAYS 20.0 FOR EVERY 10 LF OF BUFFER (STAGGERED ROWS) J F- \IIIII// \ gyp\ 0`1 0 0 �O\� z , . . . . . LLJ 14.35 DISCONNECTION BETWEEN SOLAR ARRAYS - = - = - = - = - O R S R 9 R 9 G 9 G S Me / � �iii�qv`` I , I n w - / , 10.0 � � 12.0 WIDE SOLAR ARRAYS o a w o / PRIVACY FENCE SOLAR RACKS TO BE MOUNTED ON DRIVEN DRAWN BY: REA 100 50 25 0 100 W6x9 SINGLE POSTS SPACED AT 30 O.C. SOLAR ARRAY DISCONNECTION VISIBILITY BUFFER CHECKED BY: LRH \ SHOWN ENLARGED FOR VISUAL REFERENCE APPROVED BY: ) LR H _� - � SCALE: 1" - 30' SCALE. N.T.S. Z 1"-100 / \ \ / DATE: 08/04/2023 1 J / NOTE: 30 15 7.5 0 30 REFERENCES FILE SCALNUMBER: 12548SCG 1. SEE TEMPORARY SEEDING SCHEDULE AND SPECIFICATIONS ON SHEET CG501. ® 1"=30' SHEET: CONSTRUCTION SEQUENCE, LEGEND, AND NOTES..................CGO02 CG201