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� 6 5 L 0 - 3 bnS I H rv„ I4 �II III IIIIII II'1II11III� I �IIY m � EXISTING MSE WA� - R � %` � / i� N � / S ' • � 100- YEAR FLOOD PLAIN '' , / � � _ � S�j, � � -� % , . � ; - - - - � \ - - - � 9,p s� , � ;j �. � _ _ � - - - � -- �. v. / � � � � O / 0 � � � ' - �� \ \ ` _ _ _ _ - - - - - - - - - - - - _ - - � • _ �! �'y �i , ;� � � ��- ,-� . � - - -- - - _ � � / •`00 � _ _ _ ._ _ -- • � - , , , - - 5 � _ ,- . • � , _ _ , _ - � - - _ - 817 - - - / �O� , " � � - - - - - � - - � ,� 0 9`�c� ; . � - - - . � ; _ � � _ _ _ _ � - -- -- - - GO E , , , 'd � _ _ _ _ __ � � - - - � --- C E K / - � � � - _ - _ ` - - -- -- - - -� - °,i,� �cP C� �,p �� , !-� /� E- / - �s� a , - _ _ - _ � - - - - - - � � G _ � � � - - - - _ _ � � � - ----_ �� . � d ' / j - �' - � - - - / , i - - _ _ _ � - - -- � / � � � � a � - _ � � -- _ _ \ � \ _ � � -- - - ' � - ,� / i' � . ��, �> . � ji , - _ . " � g ��° � � - - - - - - - _ a , , - , - - - - - - - - - � � � � - -- - / / a o �. \\ _ � � � ` � � � ' -� � � -- - _ - 9Qfi !J Q ', O � - - � � -_ _ . . • -� z ; / , - � � - - - - . , �� � �e� , � � - - � � \ � � � _ _ - � � - - ----- --- - - - ,� , � � 6, � � � � _ �- � - _ _ - � \ � _ _ _ _� � \ - \ � � � � -� - = ---- _- - -- " . , " � a , % � � �� � - , ,\ - � ` �- � i' ,_ r v XISTING B4ULD �R p' _ - � - - - ' � � _ � - - � _ � � _ - __ -�- ---- -- ____ - �,,� � 8 WALL TO REMAIN � ' � 5 'I� „ , _ i � � � Y� � ~ . � \ _� �- r � � � _ w � �� _ - _ , -� _ -- i _ -- - � � . . . . 4.95 ` � � _ ` -- _ . - - , _ , � �\ , � _ - � , _ __ _ �� ` _ __ � , �� ' ^ - ' . �� EX. B . O. W. 94. 76 _ C � =o _ a '%� _ � , : , - � - -- _ . \ � �. � � ` - - - . �' � � ' - -- � � __ � � ' - - - � ��� � - - _ . ' � � _ �� , ; - _ - - / �_ �� �� . a EXIBTING MSE WALLS , � \ � � � � � � `� - - - - �-PR� � DRAI % - � ° TO IN � � � � , � _�_ - , _ , � �' - - 20 � _ � _=� � � � _ `� � _ � ...._� , - _ , _ �, , -- , � , � ��� � , _ � , \ � ,_. , _ -- --- � _ s� � � EX. T. 0 93. 97 �-"�- _ \ \ \ � / -- ,_ ` _ � \ , , � ` � \ � � �8 � , , � � , \ - � � -�_ , 1C " - - DPO� t1A4� ,, � a Q a Cf° EX. . . W. 90. 66 /��- / _ _ , , \ � ' _ � , -. _ � _ � / �, � ' ' � � R CA�� ' � � � 1 . � � � - � _ � � ` - . , , - _ � , � - , . ___, ' , , - , , _ _ _ , ,, , , � , - � ,1. 1 , - - , _ . _so� � o �o zo .o � � w � � � � � ' - � ; / EMOVE EX. TREE � . i ' � X . T. O. W. �8. $0 ;/ 82 � 5 �� _ � - _ ' - - ' _ -- � - -- -� MSE WALL � - � ° a ° / ; ,_ , \ � , _ . � . � � � � � , - -- - - - - BY OTHER� - , -- . - p0 a � � ��% . . . . . / EX BOW 94 - _ � ---- , - ' � � � ( -a+-� > _ - - � - ' -ADJUST _ EX_ LI�HT �� � EX. T. O. W. 93. 56 11 � Y inch = 20 1t.9� - �_ � � _ � - _- - - -- O . � EX. 8 . �. �. 9� . 8� /� � � _ _ � _ _ _ _ _ _ � \__ _ - - - - - - -_ T0 PBDPO�E� GRADE P �.- - T. O . W: = 95: 82 - � , - � � - � - � - � - _ � � - - _ 1 ,, i � . � _ _ � _ - -- - = __ _ � - _ _ - - - - •- - . . _ � , � _ - _ , - � _ � - � , - _ _, -- _ _ - % ; � � - _ �- - - - - , � ` ` _- i PROPOSED �IS� �WALL� __ - -Q _ _ , � � - � ` ` - ., � - _ , - , _, - _ - - _ _ -- � ------ • - � _ �� / � 1 � � � _ _ _ . - _ _ � - - � - � ' - , ' �- -- _ __ - - - - - � - - _ - J �-Br_ 7. O . W. = 96 . 82 a � , �� PR . B 0. W � 3/ ,- ' � �- x . � 8Y �O�HER�' u� - _ , , _ � , , � � _ -- �. - - _ _ _ _ - - _ _ - - - - _ _ - . . . - . �� EX. T. O. W. 99. 35 / � � �X S i � \ _ ` , - -- ; � � - _ _ � � � - - -- -_ _ ' � � , � _ _ � - _ � - - - - _ _. _ _ _ _ . -- - - _ _ � EX. B.O. W. 93. 82 - ' , � • • -- ^� _ � - � - - � � - _ � � PR. i:O . W.- 82Q3. 95 - = - - - -- �k$�tiST £X. L� GHT � � - s� � � i _ _ - __ ' _ , � � ` - �� - - � -8j,g _ -- _ _ � ` PR�PO�ED �EN�E _ _PR: B .f�.1N�$198_42 � � \ - ' - - - - - - - - TO �ROP05ED GRAQE - - _ � � � � , = ' / i � � , �PR . T. O. W, = 8206 . 76 ~ - - S� - _ ' __ _ -- , _ , � - - , , - _ _ - - - _ / % i k � � P� . 8 Wo1= 8206 . 31 � PR . T.O . W-_$2�. 25, - _ � ;- ~ _ _ _ - _ _ _ ' _ °�' - - _ � - - � � ` _ - � - - - - - - - _ � , R PO . B tAND � �' i ` _ � a PR . B . 0. W= 8199:(30 _ �. ` � _ _ _ -- - - - ' - "> -- , _ - -c�i - _ -_ �X�T+PI� �,�6 � E _REL-0GA �E-0- - - - - - _ � - - --- , o �� 0 1 . 5 � GRAD� SBREA+f' AT � , 1 ±1�/ X i � � a �� - � - _ _ -- , - � � i � � � -- - - - - " �v � - - - � _ - - - _ _ --- - _ -- - - - - - - - _ -- - PRDPO� 96 . ° 63 Pfj�POSED DRAI� � / � � � � � _, _ - _ - - - - _ - , , - , a Q � _ � - - _-c� � � ` � � � _ - - - - - _ ° X. . O. W. 99 . � �/ / � s � - =�- II - _ II - � ; \ \ ' / - - o `°' �g-4� a _ � - , � � . 7. 0. W. - . " - - - - - - 8 . 00 ' a ,. ° �o � e '� 0 � EX. B. O. W. 96. 76 ;� � � � -'/, �/ � � � � �.�s ^ � _ � \ a . �� . � n_ � - , '� _. - - _ - - ' � � � � a 2 : 1 �� EXISTING BQULDE ALL �EM-� ,� � � a w _ _ d -�- � - P-f? .__ H. Q_ W- 8199 . 59 a 9�° / �, , _ _ _ d ' ' -� __ � - -.. _ � _ . . - . . . _ . - - ' . - / � . . . _ _ _ - ' C , . / � O . . p . -_ - - QQ � _ d / C . �. / j� / V � � , - � , _ 4 . 5 3+ pp. � / a , ,- j � � / � � i z + O � EX. T. O. W. 00. 74 - - - � R-�. Q� = 8205: 47 - a . _ °' .,-a� 0 `` �` �- O / , �" / ¢ � - _ - - a � � / p�,�._ T + 74. g __ PI� 8 . 0 . W. = 5,� - -- � ' d c _ _ _ . � a_ �� Q � _ � � � ,, . / i ' � - .� . _ � 07 40 _ _ - _ � � 0 4 0 � EX . LIGHT TO REM - . � - - - d _ - a � X -� ---a-- 4 9$� � � - _ _ � � / / J - g 04 - °° h a o - �o J � 1 . 50' �� -- F�tE - _`� _ - . EX. T.O:W. �' - � � i R � � - _ _ - _ � a _ � 3 � � N a � c n -- �- _ _ - - PE _ _ _ _ - � � � � w .,�� � �7 ' � - - - ` _ _ _ - - - _ - _ - ; -' 9 � � - -- • � � ° PR . .iN,�- 206 . 7 , _ . . � � _ _ � _ _ _ _ � � � - ` � � � � � � � . _ ' �_ � - - - _- - � J - _ - � i � � � O • c �� -. . . a ' �.. _� - 6 . . � � - ° a a �.PR B . . W. = 8206 . 09 � � 6 < 6 1 _ - �- - - - - - - - � _ _ _ _ - , � - _ _ - - - � - X � � i > > ' _ - "� -� _ - _ � � D � � 30 - -- _ _ _ _ _ - - _ _" _ / � � � ' � PR T, 0 . . 204.53 PROPOSED LOCATIORt 0� - - - - - �` _ _ _ _ _ _ � � � � ? � � _ - - - - _ - - � _ � i _ � � _ _ - � „ °� ° a ea , f PR B . O . W: ° S O4. 15 REL�CATE[) - LI6HT - - - - - - - � X , - r ' �_ _ ` P�(3PIISEB-B0�(�€R a4�AL� - - - - - - � -- - - _ X _ - ` ' � _ _ - � � � � � Z �_ � : � � � r 3 EX. PATH TO REMAIN - - - - D � - _ _ __ - - X _ _ - - - � � � �j _ , �_- - i�i - - � PR . O. W. = 8206 . 72 ;;' '.1 - - - n � � � I■�1 ' �/[ � PR B . O . W. = 8205. 64 - - - - - - - L � � " vf� _ •C I - , XI TIN PATH TO BE REMOVED AND REVEGETATED . I " � E S G �A � � � � � _ _ EX. SIGN TO BE RELOCATED � _ � � ��� � _ _ _ �o � - - -_ _ PROPOSED HANDRAIL � � � ! '�� s D _ � - � � S � � -- - � - - v s ` O .� � b - - - - ? a � ` � - - - - - o � � Ft - - - - - - - - - - - - - - - - vi � � ° b '€ � �� $ � o .. .. $ y � � Q � � � a _ � � � NON-STRUCTURAL WALL NOTES: O � S $ S � °"U° o at .aF .�"i � ° o 1 . EXPOSED WALL HEIGHT (H) IS VARIABLE TO 4 FT MAXIMUM. � a � � � @ � c 2. THE MIN . BASE THICKNESS OF THE WA�L SHALL BE 0.7H. ° 3 � u �� �': 3. THE TOP THICKNE55 OF UNLOADED WALLS SHALL BE O.15H OR A MIN. Q ° � �'� r W � $ THICKNESS OF 2 FT. THE TOP THICKNESS FOR LOADED WALLS SHALL ` � � _ I 2.5' MIN � E � � o '& � BE 0.2H OR A MINIMUM THICKNESS OF 2.5 FT. SEE NOTES Z � ry � � ¢ •h a 4. PLACE BOTTOM 2 FT OF BASE ROCK BELOW GRADE. 3 (MAX) Q � � o �� . ` 5. BATTER FACE OF WALL AT LEAST 2" PER FT. � 4 eYa� 8Z44 6. MIN. 1 FT THICK 3/4" DRAIN ROCK, WRAPPED IN FILTER FABRIC (MIRAFI � � w S � � �S � � 6" 1HICK LAYER OF LOW ` . � OR AS RECOMMENDED BY THE MANUFACTURER FOR THE NATIVE pERMEA8ILITY SOIL, (TW.) - _ ° a �' ,� £ & ° SOIL) SHALL BE PLACED AND COMPACTED IN 8° L1FTS BEHINO THE -� � °� � � � o �+ e2ao e��o ROCK WALL. OVERLAP AND ANCHOR FABRIC AS RECOMMENDED BY THE � � W � � ,� � MANUFAC1l1RER. 2� - 4' B W t D E R S � r N � o � � g � � 7. IF ROCK RETAINING WALL IS PLACED BELOW A ROAD OR DRIVE, THE SEE NOTES. 4' M A X F � � � � o •� ~ az3e 8�36 EDGE OF PAVEMENT SHALL BE A MIN. OF 6 FT fROM THE BACK OF � � � � £ £ .ti o � � WALL AT THE TOP. o o a � 8. TOP OF WALL AND BOTTOM OF WALL (AS SHONM ON PLANS) ARE i ' THK. ' � � 4 (MAX) � g � � �` o � � � ez3� e�32 FINISHED GRADE ELEVATiONS AT THE FACE AND BACK OF THE WALL. � � j � t � � $ NOT INCLUDING THE FOUNDATION OR KEY DEPTH. 9. ROCK TO BE ANGULAR, HARD, SOUND, DURABLE AND FREE FROM � � �-I I I= ezze e�zB WEATHERING, SCARS, CRACKS AND OTHER DEFECTS, MINIMUM DENSITY � � � -� � I=I I - 160///CU. FT. REVIEW BOULDERS WITH OWNER'S REP. FOR APPROVAL SEE NOTE g SEE NOTE 4 -T 82z� PRIOR TO INSTALLATION. EXISIING ON-SITE BOULDERS El(CAVATED ezzs DURING EARTHWORK CAN BE STOCKPILED FOR USE IN BOULDER WALLS W U If THEY MEET THESE REQUIREMENTS. � 822a � BzZO 10. INSTALL WALLS IN ACCORDANCE WITH THE DETAIL AT THE DIRECTION � Q g OF THE ARCHITECT IN THE FIELD. INTENT IS TO CREATE VARIATIONS IN � 0 THE WALL FACE TO ALLOW FOR HORIZONTAL SURFACES AND PLANTING 82,6 N H2t6 P°�KETS. ROCK RETAINING WALL � ^ a ' '" N. T. S. � o �' ^ � o e2is � " � e2iz Z V j o � o �� �� N c� � � � 8208 8208 Z � 4.94X W � O J J Z LL 8204 + S U $ = W � n B70s Z � W O � � 8200 TA + .a4 � N7.53 - �- � � ' � � U J 820� Q _¢,J J � n w � Z -J � 0 or o Q Q � Q q 8t96 /� � J W 8198 � r r � n N VIVI `L 8191 8.�� N 8192 � � Q ei88 8� � a > 8188 n O Q ur 8184 B1Ba Z LV O BtBO 8180 817fi 8776 8172 8171 DA� � �� BM MM/KMK n m o m v� np ♦ �� Bµ MM/KMK � T+ O r O� O l0 � N �. , i ; \ .. / . . m _ , � acrorm er. SEM f� ;� � IGN RE� IE ':` 1 °"'� '�• a- 2s- zoo� FORD PARK PATH N0. 2 PROFILE "0° z+oo ,+ao o*oo ;;T�1FF APPR�V`aL- NORZ. SCALE 1' � 20' �£RT. $CALE 1 ' - 10' . .. . PRGFLI AKi � ;�. : � . 3- �j0 � 0 o4- oos , E , ,.. c ;I I�� --� serrwa . . . 1 oF 1