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approved plans EXC-2016-07.pdf SURFACES DESCRIPTION EXISTING PROPOSED � � �F .. �.�� '# � � � ��,f .� �M1 EARTHWORK QUANTITIES � � + �'�� ,� � ��� �� �. �� ' � � i r' �� i�� �- -� • � ; • � �iP�' � F� , ,.?. EXCAVATION 1930 C.Y. BUIILDINGS 0 3811 �},; �. . �;�:- ' � �� ' - � • � ��� � 1� �+_ FILL 177 C.Y. COMMON DRIVEWAY 1273 1273 �� � ' � � '' `� ' �., �� " � �� � � '{ ~ ` � � � ` ". F;�y . � ' DRIVEWAYAC OR PCC 0 1230 `��� '} � - . � ��� ��- � � � ~ � # • EXPORT 1753 C.Y. .' ' � �� �c T� . � �.. �� �ry � �� � � ' �'" � *. PATIOS/WALKWAYS 0 1965 _ " . .. �� _ -��rt_ .�`��� � � . ��' r � .,, , - . , : . �. - � �'.� _ i �• r�, ' ��,,} ����� � '� �T = � �� 1 �Yy•_- � � � �. �} ���,�� �. �.5 . IMPERVIOUS SURFACES 1273 8279 � . .t � , � , � � -�' �, , � , i ��� �� , \ � + ' � �~ ' 'L � � \ �,� ' r � � y r �i �- 1 / �'1 � � �� � \ \ * i� � � 5��� i_+. y+ -�' � ' � . �� • 1 *'. ��4 � � �\ LANDSCAPING 21101 14095 , , � F ` _ ',{,� _ ���� . �, � � �� � � � �. * � , _ �." . �, , / -` ` \. � � .�w� a,� �''� - b,� �, ,' .� �� � `� � ��'� -'���� . . , r . • �., r-� ,'�- � -' . �' \ TOTA L 22374 22374 -�' .' ` �r'' } . � � ' ' � � � } . � � �\ � �F r ' ;•� � •F�� �� � r�� _ :1 \ `+ � r .. �' �• 1 � • '* // \� � \ �- i' • � k� ��. Y � i� - \ I � � F �, � � \ f �� '+�.� ' � \ L � � i / \ � ' '. � �� \ ` � � � �• . •i- �. T ` � ^ ` �. ` \ \ -. ,� ,i�� � 4� �' y '•' ' s b � ` � + J • • � � +L } } O� \\ � . ' ' '� �J i � 1 �T�� - _ - + •� �f� 1_� ^ L� � \ ` 1r`.�•' -.�•� �`: :���+� y'' + _ �.� .+ , \ i•� _ s.. �7� � �+ �. � �.,\ ,�/ � � � � EX. 10' INGRESS, EGRESS � �. � � �� ��� � ;� ��• . , � ��,� - 4 � ���� �� �� �� . \ � � EASEMENT 567 O.R. 18; 4331 O.R.255 .� .F.' • � � "'`r � . . - �, i � / � \ `S6�, � PUE 3743 O.R. 97 - � • �-. .'�• • � .�� +'� # ry� 's �. y i '� �' � �6' \ PG&E 4383 O.R.341 � �E� =� , "' .. �_. �[�i � �* � � � �"` � cV/ � p�,, , * :�. � - . , � r�t ry � F � ." � .'��y'.�. � . � ' �:' , , � � . Q . �,� ......,�r , r ,� , . r. i �� _ � � 2S � � � � , �; . �. , ,',� �' M �� r. ���_ . ti,. +� / j ` ` `��, ' + rA+ + �'y� ' i� ' � •y y�" � # f{'. r _ . i + i / / ROPOSED R DE CE � \� '�i � .��'.:. # � ��.i . � s y , � y ''� � � i /, � � 1 \ ♦ � � I � \ � � � � �� � � � � � ; % � � I - �: �� VICINITY MAP ��� , � � . � ,y � b�/ d � \�. � / � � �— �SD 'I �_ �� � � � // a / S tn SD SD tl \ ` ` ,�' d\ d /SD / \ � \ / � Sd SV �SD \\ ` \ �� � / y �\� ` \ � � / ' SD — �_� `\ � ` `� � O / \Sd S _ � ` LIMIT OF SLOPE EASMENT �/ \ ° a � ��—� \ � � S88`43 37 W 124.47 _ _ _ _ � � � / � — _, _ � -- - — - - � - - � - - � �/ �5g ��� � �� / 8� > p� � � \ � � / �31 •�, 0� �-- �`�-� � -- — � % ' R/ -----------------------�--- e0 � ------- ------- ------------------------------------------------------ �"��� i ,�-, ,--;Z --------_ / � � ,- � � ,-�' --' — — � '�� ��� '���/ SD � / ��/ '� ����/ SD SD SD SD SD SD / ,��� -�'� � i , ,� � ��� �� ,�'� � SS SS � � � � � SS „ , ,, ,., , NE SS - SS - ; 6��� ,,,--� ,,;,,--- , �p, _ SS — SS — SS — i 5 , / ,� o,�,, ,, ,� ,� � / .8 Z�. , �� ,� � R,2 �—' ..� �' � ,— ,� �- . — /,, ,— ,, ,;;�' \ � ' /// // // � ,—� —' ,— �.\ ��-'� � ��V / � � NOTES: � — ' 1 . Approval of these plans does not release the Owner and/or � — Contractor of the responsibility for the corrections of mistakes, � E G E N D errors, or omissions contained therein. If during the course of construction improvements, public interest requires a modification of/or a departure from the City of Cupertino specification or these EXISTING PR❑P❑SED improvement plans, the City Engineer shall have the authority to � BULDING 0 require such modification or departure and to specify the manner in o M❑NUMENT o which the same is to be completed, at the sole expense of the ❑ CURB INLET ■ Owner and /or Contractor. O AREA DRAIN • 2. Contact Public Works, (408) 777-3104, for inspection of grading, � P❑LE • � SANITARY SEwER MANH❑LE � storm drainage and public improvements. OO STORM DRAIN MANHOLE � 3. All public improvement must be completed prior to occupancy. �C FIRE HYDRANT �C 4. Contractor is responsible for dust control and ensuring the area � WATER VALVE 6 adjacent to the work is left in a clean condition. y� 5. Contractor shall review City Detail 6-4 on tree protection prior to � STREET LIGHT �--5, ) �� �� accomplishing any work or removing any trees. CLEAN❑UT -- BOUNDARY ------- 6. Utilize Best Management Practices (BMP's, as required by the State �oT LINE Water Resources Control Board, for ANY activity which disturbs the — CENTERLINE — SOII. - - - - - LIMIT ❑F EASEMENT ------ 7. A work schedule of Grading and Erosion 8c Sediment Control Plan _ _ _ _ _ = cuRB shall be provided to the City Engineer by August 15. No hillside _ _ _ _ _ = cuRB AND GUTTER grading shall be performed between October 1 to April , 5. I N D E X - - - - - - EDGE OF PAVEMENT 8. All electrical service (power, phone, and�or cable� shall be c❑NT❑uR undergrounded. FENCE 9. TO initiate release of bonds, contact the Public Works Inspector for SH EET 1 T T�E SH EET — - - - - — FLOW LINE - - - - Final Inspection. ss ss SANITARY SEWER SS —SS 10. All downspouts to be released to the ground surface, directed away S H E E T 2 G R A D I N G A N D D R A N A G E P �A N SD SD ST❑RM DRAIN SD -SD from building foundations and directed to landscape areas. S H E E T J7 S E C TI 0 N S A N D D E TA LS E E ELECTRICAL —E —E —E — 11 . Prior to beginning any work within the Public Right of Way, the � � GAS —� —� —� — Contractor will be responsible for pulling an encroachment permit SH EET 4 EROS ON CON TROL PLAN W W WATER —W—W—W— from the Public Works Department. FIBER R❑LLS N❑, BY DATE REVISI❑N BY DATE DATE� SEPTEMBER, 2016 T I T L E S H E E T J❑B N❑, SCALE� H❑R, 1- =zo� WEST � AL � ENGINEERS INC � 2014-048 VERT, � LANDS � � DR , KANG SHEET DESIGNED� JC BY� KAREL CYMBAL, RCE 34534 1 CHECKED � KC DATE; 14583 BIG BASIN WAY, SARAT❑GA, CA 95070 C408) 867-0244 21989 LINDY LANE, CUPERTIN❑ ❑F 4 PR❑J, ENGR; JC \ \ � �\0525 12 , 535 11 � �6� 3c� �'y \ \ \ � 532 48 � � \� � ♦ \ \ � � ` � � �� /� \ • � � � \ \ �/ �% � � ` � \ \ � '� , 52\12 5v4, o � � ROCKS SET LINE ALL SWALES WITH , � 6"rAK ,� � IN 4 PCC ., � GRADE ABOVE 5� 529, �8 \� � , 524, 45 � � � , S �' \� 0 �� � � , � 0�5 � � w . �� . 6, � �� ��9jr � � � `� \ \ �P c3� � � 0, 33 �✓ \ ♦ ` \ \ LIMIT OF GRADING �� �oN-� NN�,, � � � ` \ � , � � ��� 9 5� ` �, � . . � _� INSTALL WATER SERVICE L. INED DRAINAGE SWA � E � 6o h� B � \1 6 9 1 �, `�/ 6O � & M E T E R : '��- �• �,� `\ � � � � �16- AC BERM SCALE; 1 " = 10' s-- � �' `�� `���� . 5�6, g� �' � �' ��o„ �� � ��� �/ Q � o0 0 � � \ \ � � w �� c�' �'�� ,�h'o �\ �� �o ti� c�s6. \\ � ` J01 N T TR EN C H �L � 5��26 �5z6 � � �'�,'� \� � ��tio � � �_ 4>, �� \ o, �o� cFd �SOS / gs T�, � Q \ �,J 2��0 0 �o h�� 2° 9, Og•4�` So� � AD 9� � �� ��w � ��-- Tp S�2•00 y � `��o� �� h���� �� �,� � � 44� \ INV SR•521.4p � � � ,��� So�.2s �.o �,.,` Q`'' o o� . ��i �\ f� ` ` 1g g0 / � �s. �� - ` \ � � �ti ^ � (2)F. . 523.00 / � �\ . � / % . � � � � � \ ' 2� p� (1)F.F. 513.00 / /' " � � � ` � � � ►� (B) .F. 502.00 / \\\\ \�� T � �26,/,' q P D 501.00 /� 54 � � A O� .q � � TP 505.95�� p Sps o�O �TP 50 • � � �` � G, �S •�, ti 16, .3 � �a� �, � /� � \ � \ � \ � s2 �Q / / �21 48 �Ig„ S � /� `� 502. 64(1/ � \. i �6�S�� q � / �dw �$� TP 507.34 �� . � , � S� s�,o �.� ` \ \ � � \ � i / l / qROPOSED RESIDENCE P � ��1 � , 5 /� T Sp �s`S�`SO �\ � � � � \` � ! 527, 63 �/ Q � � � � SQ 6 S p . 6' �, 00, 2� { 493\ 1 F.F. 512.00 508.50 � Sp 6.0• 0 O •S P 4 � /; y � (B) F.F.501.00 /�, TP � 4.�� 0 O p 501 � ro, � � � � � i �/ � / PAD 500.00 � .�Q � S Q °�AK � \ p�6�INGRe � � �c B� i � � y � 5 � � � O°� T� FOR CENTERLINE ` _ \p�� F��, SS � � E` �'M\ (e�B�Dc ; � � / � / ° � � 5 p 502 � GT S�p� So PROFILE SEE SHEET 3 500 �4383�43 O 4�RFSS � � � / \ � l 2i � � � l /<`�TC � s�2. � �� 7 5 �h r"� \ � \R /�?�9 � FSMN ` \ i \ / �n 2/ ti � / ` y / �' DO 500 .- � 34 � R, T � \ � , (Z/ / d N�, °�� I �IO. �496, 65 \r.,j \1 \c� S � � � T Z � 1)F.F. 510.08 A 2 -, 1 3rn I� 495 � �r � > » / S 511 69 \\ � • \ T J��QL�� Oq� �'y �O �h ", I \ 4 p � � W 44 -4 PVC TA 2 � q � � X18,. � � S� TP 502.20 '� q �q �" � 9� '��F, � / � � y 498, 43 '� �� • 'F O \, S� S=0.02 � S22 'S� \ �'d � by ��` " �2 G 498.30 � 9�- \ I.� � / 0�,, < / / / �2 96 C � � GARA ! /?. po � TpW Sp `�w ENERGY DISSIPATER \ �� E � � �� , � d � y � � T.S. 500. / /� •� I \ G Sp � S i� � X� 4' BY 20' SEE DETAIL \ � w � i ` c�� � PAD 499.50 byO� \6' �d 498 `� 9 �-6� - �4 9 '�TE � /, ' � � � � � ��4� - -� . � �o? SHEET 3 ���ER� � � ��81 98 I/ M ` � TT� o)26,�1 /,' Q � C G ^ � , � � � �✓ � � � / S O y / ��\ `� b��v? 5 »PVC � do 0 5001'10 - - �� ��� 89, 95 \ \\ � � 4s�1 � � � \ � � S �st %��- l -- / �� � /� D�� =0.10 N II , o' �� 5 '►� T!� S�1 D 59 �� . � � � \ � �� �527, 48 �jO09 / l ti / \\ � by��0• I cn�� � '�Q p�Dc• SO.S� /s II I p � � , / � CO y Mj'� � G � �/ � C'' yC9� �� /sv d�o �� \ �� � � � \ \���� �527, 64 2 / \ � � , \ \ sv I p , 490. 47 \ � �� �, / \� �O � �p �rj0 •J �� `.'9(�� 5�0.�/� / � �� 490 97 \ 484, 4 � � �� �Q / ,D T/� rI'y � � (n h�'� '�1 L»P v ,�/SD / �4`�i�-� � - - � � \` \ � / �z 2�. y 51 1� / ;a�Ec � �sDCy o d � � d- ^�o�. 6�5� � � \ � W � 1 P'� $ , c / � � ,�� � IQ= p � p`��SD � ` E 80, 10' —� �\ DI I , h � \ / G� �� �z°�� / �50�, � iy � --�' ` 37° — � d✓ � ` 4, O �� � Sd � D sv�c.��> � � g9•5� � _ . 4a8, aa N 88°4 � � ` 4�0 3� c ��. � �N�1 � � � °- " ; z3, 6�H � ,, _ _ � � / �,� n-i�, O "�� \� '1� o z A —' � �9 1��4� 3 °`� ` � '` � IN� � � � �' '��/ Q ^Y �13 6 O' �� �^'�� � � �o���O � � � 487, 13 fi 479. 75 � ` \ � 5"BIRCH 529, 42 �, � �yc h0 D� p'�• , c97, �p � � �,° '�G Dc --�y 485, 56 �14"�AK � ❑AK 0480TREE \ — � , II _ .�50 8 7 9 '�� . <v O' �� � � — �'O. \ � � / � �� � � � �� � �/. LI N ED SWALE � � y ��� ,��� � �� �o� � � SD_SD IN V .494.70 �"9�f- SLpPE EASEMENT �g<OAK ,1���pP�S � � � \ ,� \ I / �,y Sd 1 �\��_ �\ ��Qa ZQ / � IN 492.70 �' � � �- 6„oA=� 12"°A gg-43' E 124' 47 / \ � A9��. c❑ / 4 � PROP. / L � � - � � N 30 478, u 477, 43 � �/ TIN 5 8. 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RY WELL FOR DETAIL ,,,, S��L,-� — SD � SD y / / �' S6" / / � 473 13 ti � _ � / SEE EET 3 38 1 , ,- � MON' 2��� � /i;,,, � SD � SD � SS � `�sM � / ,�'�a� 51 vc �S5?' � �/ � 14°CErAR / �� �g6 �z,;P �� �� 480, 21 SD � SD � /� �I � SS ti — SS — SS � SS / --� �,, �;� ,---� ,-- � � �� SD SD I NDY H � � o — / �� �2 14"CEDAR , � �� � �y�� ��� � � SD L SS ~ / \ 2-18"�AKS , �505 3+ / / �� �� ���� � f �� / 48 4�� S � SS 527 19 J / ��' VN �,��������� �P `!'d SS � SS / / � � ��2��/�S5 N� ��1� c� � My � SS � �9. � ����-�3 2$�G�� ������� / � y� S — SS � SS , 525 79 O�/ �r�' 1� �,1P�'�%�/ �`�P�-� ���/ �� SS S S/ �W,�� ��� SS — � O��j "� g•,� �� � � � �'�. � � �99, 54 ��� � � /%�i%/�i 48� SS � SS o � 64 �� i i S (��/ / �d� �i� ��� ��� `Ti� nj ' �%/ , � � ,�' � / '�.� � ' 1� �� �/ �j / /�i' �oi-�, /�i /�i / �� � 2ti � � i� � 0�I / / / / / //�i ����i//�i / � �� , 12 /����` � ���� / ��//�� � � i � �/�°� � � � �5 i i ���/ � � ��/ '�/ /� �g, 28 �/ /���//�� 1�p S�C/� / / �� / � � �� , �� � �TREE > �� ' M❑N ��,2�Q, , ,,� ,� 511,� � / �� � � � 489� 87 , ��/ - " �� /�� � � � � /�� ' � P�L �i /�i � � � /// � ��� � � �� ��� !� � ,�'/ �� � � - �� �� //50� 53/�0� 05 ���'3g��///��� � �� � N❑, BY DATE REV I S I❑N BY DATE DATE� SEPTEMBER, 2016 J❑B N❑, SCALE� H�R, ���—�o� WESTFALL ENGINEERS INC, GRADING AND DRAINAGE PLAN 2014-048 VERT, � DESIGNED� JC BY; KAREL CYMBAL RCE 34534 LANDS OF DR, kANG SHEET 2 DRAWN: �K DATE; 14583 B I G BAS I N WAY, SARAT❑GA, CA 95070 C 408) 867-0244 PR❑J, ENGR� JC 21989 LINDY LANE CUPERTINO ❑F 4 \ \ � �\0525 12 , 535 11 � �6� 3c� �'y \ \ \ � 532 48 � � \� � ♦ \ \ � � ` � � �� /� \ • � � � \ \ �/ �% � � ` � \ \ � '� , 52\12 5v4, o � � ROCKS SET LINE ALL SWALES WITH , � 6"rAK ,� � IN 4 PCC ., � GRADE ABOVE 5� 529, �8 \� � , 524, 45 � � � , S �' \� 0 �� � � , � 0�5 � � w . �� . 6, � �� ��9jr � � � `� \ \ �P c3� � � 0, 33 �✓ \ ♦ ` \ \ LIMIT OF GRADING �� �oN-� NN�,, � � � ` \ � , � � ��� 9 5� ` �, � . . � _� INSTALL WATER SERVICE L. 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