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DIR-2014-06b CITY OF CUPERTINO 10300 Torre Avenue, Cupertino, California 95014 (408) 777-3308 To: Mayor and City Council members Chairman and Planning Commissioners From: Gary Chao, Assistant Director of Community Developme���; Prepared by: Stephen Rose,Associate Planner, Planning bivision Date: March 25, 2014 Subject: Director's Minor Modification (DIR-2014-06) to allow minor site changes for a bus shelter improvement at an office center and a Tree Removal Permit (TR-2014-11) to allow the removal and replacement of 11 trees due to declining health and poor structure, located at an existing office center on Results Way. Chapter 19.164 of the Cupertino Municipal Code allows for administrative approval of minor changes in a project. The Director reports his decision to the City Council and Planning Commission in time to allow an appeal of the decision within fourteen calendar days. DISCUSSION Lisa Vogel, representing Apple, proposes a private bus shelter and the removal and replacement of eleven(11) trees at an existing office complex. Location The project site is located on the south side of existing Apple office building at 16 Results Way, bounded by Union Pacific Railroad tracks to the east, the Results Way to the south, and additional office buildings to the north and west. Site Improvements The project includes the demolition and reconstruction of the existing bus stop unloading/loading area (remove curb, sidewalk and asphalt), installation of a bus shelter, and relocation of a street light. The improvements are interior to the office center and will not result in significant visual impacts to the general public. Landscaping The plans call for the removal of eleven (11) trees that are decl_it�ing in health and/or poor in structure, including one (1) Italian stone pine, one (1) purple plum, eight (8) raywood ash, and one (Nichol's willow leafed peppermint) tree (ranging from 6" to 30" in diameter). Replacement planting includes a total of eleven 36-inch box trees, consisting of two (2) oak trees, five (5) olive trees, and four (4) redwood trees to infill gaps in the evergreen screen and to fit into the existing groves. The removal of trees #1 and #2 (Exhibit 2) will mitigate overcrowding with adjacent trees to remain. DIR-2014-06,TR-2014-11 1 Results Way March 25,2014 ACTION In accordance with Cupertino Municipal Code Section 19.164, the Director of Community Development deems the modification minor and approves the modification described in the plan set titled: "RESULTS WAY BUS SHELTER IMPROVEMENTS" prepared by BKF architecture and Studio Five Design, and consisting of twelve (12) sheets labeled C1.0 through C5.0, L0.1, L0.2, L1.0, L�.O, L5.OA, L5.1, and S1 last revised 01/31/14 and stamped as received 1/31/2014, and Arborist Report and Replacement Planting Plan prepared by Samuel Oakley (WE-9474A) dated December 2, 2013 except as may be modified by the conditions enumerated below. 1) ANNOTATION OF THE CONDITIONS OF APPROVAL The conditions of approval set forth shall be incorporated into and annotated on the first page of the building plans. 2) BUILDING PERMIT REQUIRED This approval does not constitute building permit approval; a separate building permit is required. 3) ACCURACY OF THE PROJECT PLANS The applicant/property owner is responsible to verify all pertinent property data including but not limited to property boundary locations, building setbacks, property size, building square footage, any relevant easements and/or construction records. Any misrepresentation of any property data may invalidate this approval and require additional review. 4) TREE RELACEMENTS The applicant is required to plant eleven 36-inch box trees in accordance with approved tree replacement plan. Modifications to the tree species and location may be made to the approved replacement planting plan pending staff approval. The replacement trees shall be planted rior to building final. 5) CONSULTATION WITH OTHER DEPARTMENTS The applicant is responsible to consult with other departments and/or agencies with regard to the proposed project for additional conditions and requirements. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department. 6) INDEMNIFICATION To the extent permitted by law, the Applicant shall indemnify and hold harmless the City, its City Council, its officers, employees and agents (the "indemnified parties") from and against any claim, action, or proceeding brought by a third party against the indemnified parties and the applicant to attack, set aside, or void this ordinance or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in defense of the litigation. The City may, in its sole discretion, elect to defend any such action with attorneys of its choice. 7) NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth herein may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Govemment Code 2 DIR-2014-06,TR-2014-11 1 Results Way March 25,2014 Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Government Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. This approval is effective March 25, 2014. The fourteen calendar day appeal period will expire on April 8, 2014. If no appeal is made within the appeal period, the tree(s) may be removed on Apri19, 2014. Attachments: A: Plan Set B:Arborist Report and Replacement Planting Plan C:Bus Shelter Design G:Planning/PDREPORT/DIRreports/2014/DIR-2014-06 and TR-2014-11.doc 3 ��� p ✓��- ���-v G �� � . . .,� .,; �. �►�r'�"''an ±±''�1�•. . � �s /� __ _ - _ __. _ �� w . _____ . . �..._ .. 4 w i. .,. . � .... � . � ,y > > "�i "'�'_. �..� 1� " . . �� I p �� � �A � ��� f � ��� ���� � � p � �M � ,� � . ;� ���. .a� �" f .•r� W�+ � $�'���,. 'j�y�1 � `� � �,tis i � � .,..,._.._..._,.-.....,,....._. _.._ !' �- — �� � � k..� . ..� � .� � r� � f . „ ` T m - �'' •+ � r �4�.. 4 Mt � � � , *d — � �� r � � � ,� ; � � ,� � � . ; � � � �� � � a �� W � , � � , � � � �" „��Rn, I�� � � ' �`� V �M � �� �~°�.� ��- � � , � � �.,�w._,._.�.....�, — __�__........�.-w . , w�� ., w,, _ _ _ �, . ... . ,;�; �,�. � � . � .�. � �, M� . ,�A _,. . � � � � .�s . �.. �_ �. _.. . 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Nniwle �'.LNSRMfft R�.4]flr1kM�� (1ie718.Y'/� % - N�yqIN .-a'�•isb 'flM1M1G9:.�j/��/� '' � '�.. 4inrsXe U 3►'Ur.����//%��,3rrxs F'1^e'u.�it� Mu+.wn� � ion 8+rs � �-'�V� t�w.� �w�/////i ion w�� t� sn1 Ur+sriRNeeioVatFMCAMO�`� w:"w+• NrraYie'...,, -.. � j� x faG �+ Ua�kN'' ��y H SES6w �4��,�� $u �� � � :� �fia�r �4M�W4CKn � �„� �sau�tcr.�r } Sa / � , �„PROJECT SITE� % • �sqe... s�� �%i.� � DEMOLITION NOTES: 1. CONiRACTOR TO OBTAIN AND PAY FOR ALL NECESSARY PERMITS FOR DEMOUiION. 2 CONiRACTOR TO NOTIFY ALL REdUIRm AGENpES PRIOR TO DEMOUTION. 3. IF HAZARDWS �AAiERIALS ARE ENCOUNTERED AT TIME OF DEMOUiION,THE OWNER SHALL BE CONTACTED.THE REMOVAL OF THESE HAZARDWS MATERIAIS SHALL BE PERFORMED BY OiHERS UNDER SEPARAiE PERMIT PER APPUCABLE NA110NAL, STAiE,AND LOCAL ORDINANCES. 4. A FULL-TIME SUPERINiENDENT SHALL BE ON SITE DURING DEMOIIiION TO OVERSEE ENi1RE OPERAl10N AND OBSERVE SAFETY PRACTICES.CONDUCT DEMOLIiION TO AVOID DAMAGE TO EXISIING STRUCTURES THAT ARE TO REIAAIN. 5. IF EXISTING WORK TO REMAIN IS CUT,DAMAGED,OR ALiERED DURING DEMOUiION, REPAIR OR REPLACE IN KIND TO A CONDITION AS GOOD AS EXISTED BEFORE CONS1RUCilON WAS STARiED AT NO EX1RA COST TO OWNER. 6. NOi1FY THE ARCHIiECT AND iHE OWNER A MININUY OF 72 HWRS PRIOR TO iHE INTERRUPTiON OF ANY SERVICES,UTILITIES, OR ACCESS. 7. PROWDE NOISE AND DUST ABAiEMENT AS REQUIRED TO PREVENT CONTAMINATION OF ADJACENT AREAS. A FULL-TiME HIGH PRESSURE WAiER TRUCK SHALL BE FURWISHED TO CONiROL ALL DUST. 8. ALL DEMOIJSHED IiEMS SHALL BE REMOVED FROM SIiE UNLESS oni�w�sE No�. 9. BEfORE COMIAENCING iHE WORK,VQtIFY WITH THE OWNER ALL OBJECTS TO BE REMOVED. iHE DRAWING MAY NOT SHOW ALL ae,�cls�wsnNC a�n+E s��. 10. iHE CONTRACTOR AGREES iHAT IN ACCORDANCE NAiH GENERALLY ACCEPiED CONSTRUCTION PRAC110E5,CONSTRUCTION CONIRACTOR WILL BE REWIRED TO ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JOB SITE CON�IiIONS DURING THE CWRSE OF CONSiRUCT10N OF THE PROJECT,INCIUDING SAFETY OF ALL PERSONS AND PROPERTY; iHAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONi1NUWSLY AND NOT BE UMITED TO NORMAL WORKING HWRS, AND 1HE CONiRACTOR FURiHER AGREES TO DEFEND,INOEMNIFY,AND HOID DESIGN PROFESSIONAL HARMLESS FROM ANY ANO ALL UABIUTY, REAL OR ALLEGED. IN CONNECTION WI1H THE PERFORMANCE OF WORK ON THIS PRO�CT EXCEPTING UA8IUTY ARISING FR01�1 iHE SOIE NEGLIGENCE OF DESIGN PROFESSIONAL. 11. 1HE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDIiION. 12 UTILIZE BEST MANAGEMENT PRACIICES(BMP'S),AS REQUIRED BY iHE STAiE WATER RESOURCES CONTROL BOARO FOR ANY ACTIVITY WHICH DISiURBS SOIL Ctp �'�'�' " . c+� � 4 L � cK,�.a�«w.ne..� ,. i// � �,»�.�+ ��,.r�.nom om ��.�i ��i awar�sw�w��� �' , � � w�w..x.. .,,ts,..�v.� _ noi.:.e.r unr�r� w1sle��.�ap� , , „ 6aw (bMM �A� • w wnryun �,»/+w �5'ntn��i4'N:y�� 5 :� ��♦ e:�"� �.. +�,�, !. °""'`�` VICIMTY QAAP NOT TO SCALE �,.:,.. � - � *„ry�✓'y � �y tn�iiPst j, � 4��r�s a<a,«s nwcnxn+ � 7r �}� .. . � NMu.wraJN e�naea+W Ew.+kwsia6 !i � � `;�. "� yi��,�r��., �,�yors�n*.y��`...��i�%�I.�. .. �����/�� � °t«...e„'.h � ` _ � � » � � °°-� � . . i Na.,..Kv, . t.yxry,> vm..:°,:,, ,. .�x sr- � ' x.w.K�vart �� �/�, uwi-s.a $ s �, � ��."�.,.s $ �' . . �w ue+�w wu+n�an.� z,.:u�.r�unu C��O r,�..o�«e�r.a a.�.M.w+kd ��„r� n...n;.,�..r� s� ,a;,,.�,: .s - .�:�.�n _ � � Y .�rsarl%e�;1u ��`�':.x Y C fr '" . � ..�. �. � . ae�p vwca. �4 � ae.:.a.i �� @�. uctw.��ta��u�'�'� � . �y � � � 4 . MfAe�M M��j � � � PROJECT SITE * /_"'„ � '`•�""•* 'a.+r. .��,, � ,� =#.� M g;�w.ed ��/ �� `�« � �"",a gf� � /��.v«: � � '`=� `�y. � t � . R,7� « nr.r..a w;.x � LOCATION biAP NOT TO SCALE GENERAL NOTES: 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE W1iH iHE APPtJCABLE PORTIONS OF 1HE LATEST CITY OF CUPERTINO ENGINEERING STANDARDS. 2 iHE CONTRACTOR SHALL RESTORE ALL WALLS, FENCES, SERVICES,U11L1ilES,IMPROVE�IENTS OR FEAiURES OF WHAIEVER NATURE,WHICH ARE DAMAGED DUE TO THE CONTRACTOR'S WORK,TO iHEIR PREVIOUS CONDIiION. 3. ALL STREET MONUMENTS AND OTHER PERMANENT MONU►AENTS DISiURBED DURING THE PROCE55 OF CONSTRUC110N SHALL BE REPUCED BY THE CONTRACTOR. 4. DURING CONSiRUCT10N, THE qTY SiREEiS SHALL BE CLEANED AS OFiEN AS REWIRED TO REMOVE ANY ACCUMUUTION OF MUD AND DEBRIS RESULTING FROM THIS CONSIRUCTION. 5. SHOULD IT APPEAR THAT THE WORK TO BE DONE OR ANY MATTER RELAi1VE THERETO IS NOT SUFFlGENILY DETAILED OR SPEGFlED IN THE CONSTRUCiION DOCUMENTS,THE CONiRACTOR SHALL NOiiFY iHE ENGINEER, BKF ENGINEERS AT (650)482-6300, BEFORE PROCEEDING NAiH THE WORK IN W ESiION. 6. ALL CONCRETE USED FOR ALL SiRUCiURES AIUST BE CIASS'A' (6 SACKS PER CUBIC YARO)AS PER STANDARD SPEqFlCATIONS AND SHALL ATTAIN A STREN6iH OF 3,000 PSI IN 26 DAYS. 7. ALL CONSTRUCTION STAKING FOR THE CONSTRUCiION SHALI BE DONE BY A GVIL ENGINEER OR UND SURVEYOR REqSTERED IN THE STAiE OF CALIFORNIA. DEVELOPER NOTE: 1. SEE DETAIL 8 ON SHEET C4.0 FOR GTY OF CUPER11N0 GENERAL NOTES FOR DEVELOPERS. EXISIING CONDITIONS NOTES: 1. IXISIING TOPOGRAPHIC INFORMATION SHONM ON THESE PLANS IS BASED ON FlELD SURVEY PREPARED 8Y BKF ENGINEERS ON AUGUST 8, 2011.GRADES ENCWNiERED ON SITE MAY VARY FROM THOSE SHOWN.PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIfY DOSTING CONDITiONS AT THE PROJECT SI1E. CONTRACTOR SHALL NOTIFY iHE ENqNEER IMIAEDIAIELY UPON DISCOVERY OF DISCREPANqES BEiWEEN IXISi1NG CONDITIONS AND iNfORMATION SHOWN ON iHESE CONSTRUCTION DOCUMENIS. Z IXISi1NG SUBSURfACE AND UTILITY IMPROVEAdENTS SHOWN ARE BASED ON RECORD DRAWINGS AND A FlELD SURVEY AS NENTIONED ABOVE. THE UTILITY INFORMAiION SHOWN IS NOT MEANT TO BE A FULL CATALOG OF EXISTING CONDITIONS.PRIOR TO COMMENCEMENT OF CONSiRUCiION, CONiRACTOR SHALL REV►EW RECORD DRAWINGS AND CONDUCT FlELD INVESi1GAilONS TO VERIFY 1HE LOCATION AND ELEVATIONS OF ALL EXISiING UTiLIT1ES WHETHER SHOWN ON THESE PLANS OR NOT. CONTRACTOR SHALL NOTifY ENGINEER IMMEDIAiELY UPON DISCOVERY OF DISCREPANqES BETN�EEN EXISTING CONOIiIONS AND INFORMATION SHOWN ON THESE CONSTRUCTION DOCUMENTS. 3. iHE INITIATION OF THE MIORK BY THE CONTRACTOR FOR GRADING AND UTllJTIES WORK SHALL BE OEEMED AN ACCEPTANCE OF SIiE CONDITIONS FOR GRADING AND UTIUTIES AND CONSiIiUTE A WAIVER OF ANY CLAIM FOR UNKNOWN CONDITIONS. 4. ELEVAiIONS AND LOCAl10NS OF ALL EXISiING Ui1LIT1ES SHALL BE VERIFIED BY THE CONiRACTOR PRIOR TO START OF ANY CONS1f2UCT10N AFFECi1NG SAID Ui1LJiY LJNES. 5. NO CHANGE OF USE IS PROPOSED.iHIS SCOPE OF WORK DOES NOT PROPOSE ROOFTOP EWIPMENT OR CHANGES TO UNDSCAPING OR BUILDING EXTfRIORS. u�urr No�s: 1. ELEVATIONS AND LOCATiONS OF ALL EXISi1NG UTIUiIES SHALL BE VERIFIED BY iHE CONiFACTOR PRIOR TO START OF ANY CONSIRUCTION AFFECi1NG SAID LMIES. 2 CONTRACTOR SHALL PROTECT ALL UTIUIIES FROM DAMAGE DURING COMPACTION OF ROADWAY SUBGRADE ANO PRIOR TO PUCEMENT OF iHE FlNAL PAVEMENT SECiION. 3. THE CONTRACTOR SHALL NAVE ALL OF THE ununES, UNDERGROUND MAINS,AND SERVICES iHAT MAY CONFLJCT WI1H THE PROJECT,LOCATED IN THE FlELD.CONTACT UNOERGROUND SERVICE ALERT AT(800)642-2444 AT LEAST TMIO(2)WORKING PRI�R TO STARTING WORK. I�NAUTHORIZED CHANGES AND USES: t. THE ENqNEER PREPARING THESE PLANS MALL NOT BE RESPONSIBLE FOR,OR UABLE FOR,UNAUIHORIZED CHANGES TO OR USES OF THESE PLANS.ALL CHANGES TO THE PLANS MIUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF S �i"+*� H�rroci� � � :nrnu� i � '��,." ' �y,y�� � v.�•� ., x' lic�--" ���-C?�;, D1���a� � " �a P��.�}�►�!� ��i �_. �� L'. �7�7R7`���1 ��• . . ,�. ��!��� `�t' �: J. G��. � STATEMENT OF RESPONSIBILITY 1. CONSTRUCTION CONTRACTOR AC�f2EES THAT IN ACCORDANCE NATH GENERALLY ACCEPTID CONSTRUCTION PRACTICES, CONSTRUC110N CONiRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBWTY FOR JOB SIiE CONDITIONS DURING THE COURSE OF CONSiRUCT10N OF iHE PROJECT, INCIUDING SAFETY OF ALL PERSONS AND PROPERiY. iHIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LJMIiED TO NORMAL WORKING HOURS,AND CONSTRUCiION CONTRACTOR FURiHER AGREES TO DffEND, INDEMNIFY AND HOLD OWNER,qTY,AND DESIGN PROFESSIONAL HARMLE55 FROM ANY AND ALL UABIUTY,REAL OR ALLEGED.IN CONNECTION WITH iHE PERFORGANCE OF WORK ON THIS PROJECT, EXCEPi1NG LIABIUTY ARISING FR06A THE SOLE NEGUGENCE OF THE OWNER,CITY OR DESIGN PROFESSIONAL SHEET INDEX C1.0 TITLE SHEET C2.0 SITE MAP C3.0 DEMOUTION AND GRADING C4.0 DETAILS C5.0 EROSION CONTROL PLAN '��-✓��� ♦ �� '�aN 31 2014 8Y � �`... ENGINEER'S STATEMENT THESE IMPROVEMENT PLANS HAVE BEEN PREPARED BY ME OR UNDER MY DIRECTION IN ACCORDANCE NATH STANDARD ENGINEERING PRACTICE. THOMAS R. MORSE,PE RCE 49457 ASSOCIATE/PROJECT MANAGER BKF ENGINEERS DATE m BKF ENGINEERS 0 0 N W� ~� �'g X 0 V � W V�M O p N N �3�� �n000 �W�� NK(OtD � � � e � � m � . N :I• � -■' W Q Z � 0 �.L J Q U � W W �� � Q O Z 3a o �� Q �� Q J� � �W a W J a �W N _ � � � m � Z H � W d � U L� � } F- U `o `m i u z �tOFESS/q,� h��`���R.,� ��nyc i � �,�� = w m .- � W f� \ � � � S � No. 49457 � � a + EXP.09/30/14 +► ° � ! � �'lF�F CA�F���\ « o a o a a � N � � Q � C1.0 � oF 5 O� 3 v N � � N / � 0 u L � � 0 % � � 0 � a 0 N O m 0 % � � v° r 3 r E O �� W�+ O K aD Y �m %O W H /O �a 0 0 � �� �o �w � �ic �o oa 0 BKF ENGINEERS 0 0 N N t0 p � � �%(� �� N� -.� _ -��-7 -/�°` � X .. a ��. t�i r..��'7' �!�a�rl iJ y���y:.. .�s.y.,y.� -. .. O U v �'' i� � '+r� �7 �`���`��e.<'`r '.,��'� ... w o rn LEGEND ABBREVIATIONS NOTES: �°_,r '�: ___,__,�-��.....,�.,, ���� XE ISTING SYMBOL DESCRIPTION 1. ADA DIREC110NAL SIGN WITH ISA SYMBOL CHARACTERS AND SYMBO�S SHALL BE NON-GLARE ��!����,;�� � '�,..� " o g N N AND CONTRAST NATH THEIR BACKGROUND. BACKGROUND SHALL BE BLUE WITH WHITE CHARACTERS. °� `^"i t��,• .,�,�,, ' s ' ���� AB AGGREGATE BASE �n o 0 0 PROPERTY LINE -- AC ASPHALT CONCRETE CHARACTERS SHALL HAVE q WIDTH TO HEIGHT RAT10 BETWEEN 3:5 AND 1:1 PER 111765.3 AND _ h'.- , ,�W,�,� SHALL BE A MINIMUM 5/8"TO 1`HIGH PER SECTION 111785.4.SIGN SHALL 6'X 6'ISA SYAABOL �++��` ����t ��`� � � �+��� EASEA�ENT - - - - - - AD AREA DRAIN WITH DIRECTIONAL ARROW,MOUNTED ON 2"DIAMETER GALVANIZED POLE NATH THE BOTTOM OF THE f1��� � `�� ' ��� � � - BLDG BUILDING .. 8W BACK OF WALK S�GN 26"ABOVE FlNISNED GRADE. �C `, ��� CHAINLINKED FENCE .... ... :. �� `,. �,��� CCS CITY OF CUPERTINO STANDARDS /� , �� ,, � 2. TOTAL PARKING STALL COUNT FOR SITE: 1,245 � �� CONC CONCRETE �� , ' � WA� � � EX EXISTiNG REOUIRED ACCESSIBLE STALLS(27n: 25 STALLS, INCLUDING 4 VAN ACCESSIBLE STALLS �� '� � 6 CONTOUR L1NE �� FC FACE OF CURB ACCESSIBLE STALLS PROVIDED: 26 TOTAL,INCLUDING 7 VAN ACCESSIBLE ��' �;-% ' `` � '� - _ '�°'�""" FF FlNISHED FLOOR ELEVATION ���'� / � ....._.. : �� �� , ,� � FL FLOW L1NE ���/ � � � DROP INLET . FT FEET �'� ' ��� " ' ' � � CURB INLET HC HANDICAP 5���� �� / - , ' � � ..... T TREE ' >� , � _ N STORM DRAIN MANHOLE TC TOP OF CURB ,, , , - ' -�` . p TYP TYPICA� , / - ��� / - �� , � AREA DRAIN ���� � � ���� �� ��1 � SANITARY SEWER MANHOLE �� � " � � `� SANITARY SEWER CLEANWT � � - , //' -�' / �� , , , � � r�� . t , � / js!� ��%'� STREET UGHT �: pR �� �/ ,-' , ' � " ; /��s,r.�~�/ ���� Q FlRE HYDRANT ��- ' ' � �� / � BOLLARD « � �' - ' - � ��.. �� O _��� , � / �� � �- ����" �,/r J , � � , , � ,i�� y � ' -' �-� r�� U .,�� .��'� , ������ ;. �� , , , r �� ��� - - , � �r� / // ��> �� �� ���� , ., ' f� - � ;/ ��' � , �'�� �'� � „ _ , �; ��-' -' `' �j� �� � � �� _ � - , �� �" . 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" .- � ,� BUILDMG � �, '� '����� . .. . �./� _ ��' . . . �� �: � �s r�" � i� r �+� � / `'� �� � �� � �� ��� ���� ��� �/�,-- ' � � ` � ��' ///�6 't...�// '`:./j./ L/ /� //j // //� //' .......,...,i � � � ..,,...._,.�`�`�` ��.t��.'���.��'�.��'�.� ,,,,,,,., l.).1 „� ,..,.... i ,..._,� ; , � ;; , .......... �€:6�. ,: ;., = ; � _, , ...........�.............. .� :_......._.. ; �,,.,,.,,,,,., ............�............. � � ,...,.,�.z,;,,,,,,,,,,, �.�.^��.� ..:... ,,.,...�:.�:,�.......... � i . : �...,.�....,... ..,_.._...:.............. ,.:,,,,,,,,,, ,...........;.......,,_,. ...,,._..,_a.,.....,..m .............. . . ? , BUILDING 12 BUILDING 14 BUILDING 15 BUILDWG 11 � I � �: ; x.�m' .W�?$�.�.. I a� '� �� S": I �� �: ' r a �'��� �.. ..:..:_..� :.._......:. , � � .�.�-:,��,..�����Y�;��;� � .- / �-.. .............................................� . � i /j i' � � / h ���i �i' I y� �cs. jf i�" I J��i ' ............ .i £ : .. ... : s' ,...... � ..i.... ......... .....�,.,, . . ./ . i. . f I : ,M -, - ; � ..a�_...--=----- --J _, , AIL�1 ON C3.� Lz-� BU�DING a GRAPHIC SCALE 30 0 30 BO z j's: � ..�...... ...............!. .....,... .....,:., ...,..;,.,..,,:.- �,,;�; . , ; . .:.': ' - . ,,... .._.__...t,r.:..................................._..._.__..---i-:,...,..._..------..........._...................._._,. BUILDWG 5 H U c 0 '» .� c K � o m �- � � � � � � � � �� �oF�ssi�, � �° R.,��t�, � ��d� '�.y2 0 0 � ; o Z W r^ o °u o ° na °o � No. 49457 � � � � o a � * � ����14 * Sheet Number: `�' CIVN. ���' C 2.0 �lF OF CA��F� 2 oF 5 v V � % u u N v 0 « 0 a / e cg € > 0 � E a 0 � 0 � % 0 % � 0 U 3 `�°� �� tl« � �� Im {/'J W O F- �O �c a 0 n 0 o� �� %I� �o W �W � io io K J oa f r �� �; i:.. , s EXISTING TREE TO BE REMOVED SEE TREE PLAN DISPOSITION { :,.:� __�$ , EXISTING 7REE TO BE REMOVED SEE TREE PLAN DISPOSI T10N ..,_............................._ EX SIGN TO- REMAIN :`� EXISTING TREE........................... TO BE REMOkED '� SEE TREE PCAN '���`"'� DISPOSIT1dN -f EXISTING TREE TO BE REMOVED-'� SEE TREE PLAI�f DISPOSITION;` EXISTING TREE EXISTING TREE' TO BE REMOVED TO BE R�lAOVED SEE TREE PLAN SEE TRE�PLAN ��'OSIl10N ... �isPOSinorr �sv.;. EXIST1NG TREE �'} TO BE REMOVED SEE TREE PLAN DISPOSI T10N UA�ITS OF DEMOUTION BUILDING 16 EXISTING UGHT TO BE RELOCATED 0��64Z�2 ����f y�* r � O �s o A uu � �+`��' REMOV���RB `. RESULTS WAY AND ASPHALT �SAW-CUT LINE ,.,.._,. _. �'' j� REMOVE CURB AND ASPHAIT -SAW-CUT LINE �, tz p_. .. . .� ... � , _:f. � - 1 DEIiAOLITION PLAN - SCALE: 1'=10' �' / � � i i � �� �i �� ��� �, ��� / �; s.�� v;� �� '`C^$� e � BUILDING 16 ;�- `.•' ... ..,.. ,„ . `�: . �: ���. . �................................ ....... � �. . NOTES: 1.RELOCATE IRRIGATION EQUIPMENT OUT5IDE OF PROPOSED HARDSCAPE. 2.SEE TREE DISPOSITION PLAN FOR ADDITIONAL TREE REMOVALS. i t/f,.e�/��Vf'��wl. j �3�,-� �;,�� � �� ,-� '�; :�,t, �.��;., �.�.;_ •� .:�3-� , `t�fr� .,. _ ��- r..r. �1��4,{��.., `c,� wr tir:l°Y�S�i� ?.J I �� � C"U�1�' ` �?�°� �'�' �� �i ., , �__ ; , .,,. , .. - �........ ,.,. ,...... .. , ,;-.,.. , ... TC 334.40f : r ;,.. : ': FL 333.93t ,.., ;.,. s: CONFORM ,�T 334.36t ';, ; ` - �.-. = ......................... ' �` FL,,,333.86f :, ;= �.. :..._..........._............... . ,,....,. . � •.C°334.36t �� ... �.� , r: . T`��3•a' 1�f�l� w " 33 79 . � �...*. � : e .Q. : . ,sz .�MAx �... ,�^�. �.8x ,�MA71 r�. . : ' Y . W � ' 335.25 ,.' Q.. ". q '• .W' ..a ' 335. . r , ,1:$,�'' �. M�X-. L8x �MA� r- ... • ,b +..., '; : a. " . ALL OIRECTIONS SIDEWALK�Cd_[ a.,K �� 2 GRIND AND OVERLAY S.T.MA TO CONFORM TO EXISTING _3�'_. DEEP L AC PLI, FL 335.41t CONFORM € ;..._. j. .._.. ' : :.;"..: ; .. , ..,,,,� ,._ ,.' ,,,. %2� PROPOSEDIMPROVEMENTS _ SCALE: 1' =10� � Tc 3sa.aof ' RESULTS WAY FL 333.90t ;,,,,.. _...- i� / � � / � / �i ,�' �%� �� ��'��% , // � � GRAPHIC SCALE 10 0 10 20 �BKF ENGINEERS 0 0 N N�Q N� X Q �() v Z�V OI wv�� 0Qpp N3�� �n000 u>wu�� NK�O�D � � � � � e � � N :I• � � ��' � Q Z � O l� J Q U Q � a �' � ZZ ` Q ` W � ` I ' � � Q 0 p z 3� Z O aa � Q J� � � � � U N�--� J Z �J � N W W Y/ � w � _/ � � � °0 a o O Z � ~ a � W � � U L� O � H U 0 �o � � ' � �tOFESS/q� s ��_�►S R.,Ip !E, v ��' �n yZ a d o, ; o z W � o o '� o a a � No. 49457 � ° � ° ° a � * p(p.Q9�3Q�14 ir �+eet Number: `�' CIVI� ���' C3.� 'lF OF CAVFO� 3 oF 5 c r 0 � t % « Y Y r N v 0 O % « � 'o E a 0 N a % 0 % a � � U r 3 �� � p r e � °D m �W � � io t0 J ma n O Mf o� �� jn �o �W r ic <o Q'J ' ca GRO DETAI �..� �?-.�a'� � -,q•• .i-{- i • t„ � A1-6 1 CURB RAMP _ NOT TO SCALE E,. �.. �4� I --� Pcverr=�t ilu,h 2�� or Cle .with utter I \.. J I s R!t�/7"• ��2" • / ''////// � .. . a � �o ' �o � o 0 GC cop`J ��� -4� Class II Acg. bose A2-6 T, �.. ; ,�.. E.. ���., 24. I L=�J 2 �, � I ' '� , � �\ 8„ •R_�n. I �\ � - . R„-t/2y r2" pr v� v P iTll�!ILS �q° . � + � . � / //�/i � � e I a, •R-=t ° /e' "'�O � o�^ op o;ep e ,�o. A�-S a' Clo=s II Aas. base A2-8 `.CO' I t� 24.. (�9 R=OA _J_ v� 0..3' 3u �6.. � vei rne ` R" 'i �I-r � �� b:� I z�R.t/2� T- � � . TYPE E�MOUNTABLE DIKE� � �. � Class I Agg, bo;e TYPE E ��, I�. s" I I...',. I�-----i � 6 � 1.� T- � i �- �� -� / ,. F=��fi ry / ,. ��'. ���4�• �_ � � ��%i � T � � �/ ,i�/ Epox� i EP�zy tc 1 E� rtcce �L.� .Su�foce /Y lonc�tud�noi bar A.C. DIKE EXTRUDED CUR ��7 dowei,minimum fi� _ngth.4'�pac.q � A3-6R A3-6 D I A3-6 STANDARD CURB SECTIONS R_v�s�c 3�e CI-Y GF CUPER�IN� APPROVEG BY� ATE�. 1-1� STA.NDA�=�D OFIAIL� /-:IT� n=;l^�I 6 VERTICAL CURB _ NOT TO SCALE NEW 4' SIDEWALK � � 3-1/2'CONCRETE � ,�. , � f s°R ' 4'CLASS II AB �,. ►. _ �=: - `=''`�-95x RELATIVE COMPACTION (NATIVE) 2 SIDEWALK - NOT TO SCALE 12� 6"CONCRETE �-,, �,<- " 4"CLASS II AB �: � ' `�-95X RELATiVE REBAR SPACED COMPACTION AT 12 IN BOTH (NATiVE) DIRECTIONS 3 BUS STOP PAD � NOT TO SCALE DEVELOPER`S PROJECTS-GEN�RAL NO'I'�S l. .411 work shall be in accerda.hce witn the State of Califcmiz Department of Transportation Standard Speciiications(datyd Iuly 1992),St�nd:uc!Plans(dutec 7uly 1992),and Ciry of Cupertir:o Standard netails.The Contractor shall perform thc work described in tf:e specificauon,and as shown on the drawings,and to the satisfaction of the City Engineer. 2. The Contractor is required to no6fy the PubGc Works Inspector two(21 working days prior to ceqtiring an inspection.Two(2)working days prior to installing pecmanent sttip'mg,the ConvacWr shull c�ill for review and approval uf the proposed shiping by the City Traffic En�ar.The City sf�all have the right to make changes in;he tocation of the ali�nmer.t of lane stripes and pavement IIL1TiC10 j5. ?. ?,Il undergcound utilities shall be irstaUed and adequately backfilled before placement of the base material and surface muctures.If utilities are to be installed subscqucntly,u written notification from the affectec!utiliry company indicating its commitment to bore or tunnel shall be sub:nitted to the City Engineer befare pioceeding with the work.Underground urilities,cxcept s.oim and sanitary sewer,will not be permitted in pavement area,with the exception of sffeet crossings,othe�ise specifically approved and aethorsed by the Cir� Fltgineer. 4. The Contractor shall have all of the utilities,underground mains,and services tha[may conflict with the ptoject,located in the field.The Contrnctor sh:ill contac[Undtrground Service Alert(1 JSA)two.�workin�days in advance of any work,for location of the underglound facilities,at(800)642-2444. 5. All uznch backfill,fill areas,and base macerial shall attain a minimum 95% compacrion as per Standazd Specifications.For typical�each sections,reftt to the City Standazd Details,with the exception of sanitary sewe�s. 6. All trees,roots and foreign matter in existing or proposed Right of Way shall be removed to a depth of two(2)feet below subgrade and disgosed of. 7. All existing pavement removed or damaged shall be rcplaced u require3 by the City Engineer. 8. All concrete used fur a11 structures must be Class"A"(6 sacks per cubic yard) as per Standard Specificauons aad shall attain a strength of 3,000 p.s.i.in 2$days. Sidewalks,c�sbs ar.d gutters shall be Class"B"(5 sacks per c�bic yard)as per 5tandard SFecification and shall attain a strength o:3,000 p.s.i.in 28 days. CITY OF CUFERTINO STANOARD 6E7AILS 1.67'-2.35' 00000 APART O O O A 0000 � �0.45� ����A ��,�o\I TAPERED EDGES O O O 0.2`HEIGHT� � WHERE EXPOSED 1.67"-2.35� APART IN-LJNE DO�AE PATTERN DOME DETAIL �iQIES: 1.RAISED TRUNCATED DOME SHALL BE INSTALLED AT ALL CURB RAMPS, AND HAVE AN IN-LINE PATTERN DETECTABLE WARNING SURFACE 2.DETECTABLE WARNING SURFACE IS TO BE GREY CAST IN PLACE COMPOSITE TACTILE BY ADA SOLUTIONS,INC. RAISED TRUNCATED DOME 4 DETECTABLE WARNING SURFACE � NOT TO SCALE Aeveloper's Projecb-General Notes(Continued) 9. Drop inlets iastalled shall be City of Cupertino S'andazd unless otherwise noted on the plans. The boxes s6a11 be installed at die sa.�ue time the P.C.C.ccrb nnd gutter is installed.Class"A"P.C.C.stiall be used. 10. A aunimum thickness of six(6)incbes of P.C.C.shall Ee roquired for commercial driveway approacha an3 five(5)incaes for residential.Locacions shall be determined prior to the installution oC thc curba.The driveway shaSl be installed at the same time as We curb. 11. All s�eet curbs shall be ver�cxl P.C.C.curbs. 12. Install City of Cnpertino street namc signs,fo�u(4)blades each per;issembly as shown on the plans. l3. Install Cit;+of Cupectino standerd monument box(es)and monumer.t(s)as shown oa che plxns. 14. AFl grade stakes and laths required by the City Engir.cer shall be installed by the Developer's Engineer as direcud.Minimum off-sets for cut stakes shall be five(5)feet.Developer's Engincer to certify that luution of new sidewalk,curb and gutter is in accordarice with the approved plans. 15. Prior to commencing work,the Cont�actor shall have cut sheeu approved by the City Engineec.Notify the City Engincer two(2)workinQ days pr.or to requiring inspection. 36. 'Ihe Conuactor shall submit a written request for final inspectioa 17. One pound of disp«sing black shall be mixed with each cubic yarl of concrete at the batch plant ]8. Gradiag oE lou ouuide of R/4�'as per typical section and for cross-section, shali be completed aad approved by the City Enginecr before proceeding with preparation of the subgracle aad placement of surface struciures on 1oLS.All lots shnll be graded to the street elevation,or as shown on the pl;uLV,ur as determined by the City Engineer. 19. Notify the City Engineer rivo{2)workin¢days in advence of requiring services for cheddng field staking.At tY�.is time,thrce(3)copies of the cut sheets will be fumished. /4' TC GRADE TO MATCH � 6 � ��2�R EXISTiNG GRADES� f-�{ �� ��!/j� / � • ��//%/% ���//� �iii//i' • /i////�% 3",i � �' , I,'I .�//��/�� . j i�/j�/ iii �i�,v,� %%�%i��i %��i/'/ �;�% �. . ..� • � • � • �- • • : • � �• -• 20. 2i. 22. 23. 24. 25. 26. 27. zs. 29. 30. 5 FLUSH CURB _ NOT TO SCALE Developer's Projects-General Nates(Confinued) All standard strcet monumens,!ot comer pipes,and otheT pemanent monumears disturbed during consuuction shalt be replaced before acceptznce of the improvements by the Ciry of Cupertino. Manhole frames and covers sbal]be bmught to finish grade before finai Pa�& The Developer shall pay atl cosis for moisture-dc.isiry ciuves(Calif.Test Nn. 216E)and any other tests required by the City Engineer during street construction. Approval of these p!ans dues not r_lease the Contractor of�he responsi6iliry for the corrections of mistakes,erron,or omissions contained therein. I�`,during the coarse of consIIvction of improvements, public inte:est requires a mo�catior.of/or a departure from the City of Cupertino specification oc these imgrovamems plans,the City Engineer shail have tlie authority to rcquire such modification or depamue and to specify the manner in which the same is to be completed. Septic tanks shall be pumped and backfilled to the satisiaction of 5anta Clara County Hetith Department prior to cons[ruction. For all five(S}foot monolithic sidewalks,all 5re hydrants and elech�oliers sha116e installed behind sidewalk. It sFall be the responsibility of the Contractor,and a115ubcontracto�to instue L4cy are fumished with approved plans er the latcst rcviscd plans.' All watec lines,valves,hydrints,and appurtenances thereto installed wichin the City of Cupertino Municipal Water Utility's services azea,shall be the property of said water utility. Construction signing shall be installed prior to 6eginning of work. Notify City of Cuper[ino Tnffic Signal Maintenance for inspection of foundzaon wccavations,(408)777-338Q two(21 woridne days prior to pouring any cabinet or signal foundarions relating to t�is job. pny and all stoau lincs installal as part of the work oa these plan�shall be cleaned of ail excess matezial,debris and obstn:ctions.Scorm lines shall be flushed as dimeted by the City Engineer. �����I 4 I I CITY OF CUPERTINO ' APPRO��Li.C..�� �E�q�� 5 I I c�r�,�p,�,UPcRTI'NO I APPR STANIIARfJ '1fTAlt S r�rv cNr.inic CITY OF CUPERTINO p JICJ�" T DEVELOPER GENERAL NOTES ��F���y��; �������;���� � NOT TO SCALE UATc: ._,.. r' � �a r :�Gi��,TiJl��E: ��. __ � �� R. N o. 49457 EXP.09/30/14 O BKF ENGINEERS 0 0 N N �g ��, X < 0 U v 2�OO�i W U t�0 tM0 �Qpppp N 3�� �000 nw�n�n NKt0�0 � s � � - � � � � N ,• � � ��1 � a z � O � J Q U I"' Z C W �� H Q O Z 3� v, � aJ � Q �� a Q J� w � �W � a W J a �w �' � � m 0 Z H � W d � U L� O � H U 0 .� �o � � � � � � \ 0 � oo �, ; oZ o 'n o a D o° `�i c° o a � Sheet Number: C4.0 4 oF 5 a v v W � 0 / e � 0 N °o .. 0 a / m c � > 0 `a E a 0 N m' c U / 0 � 0 U 3 �� �� e� � ep} 'm �W H /O �a M � P� %�I �o �W � Zo io K J ca � / i / i , � i / / / / / / / / / / ,-, / / �:�,��i � � ;�' / ��� ---`� � �i:;,� �„,.. ��� �"/,�.. .��f� ,:� / �� �/ .f:: , ��F.;'l��. .� � . '� �/ _i� i� INLET � � PROTECTiON - �p-64Z�1 :°�°1� r�; � O �s o �uu A � a�r��♦� 1 EROSION CONTROL PLAN _ SCALE: 1 = 20 _� •► '�I,.I ► �i►1 :• ►• 1 1. ALL WORK SHpLL BE DONE IN ACCORDANCE WITH THE PROJECT SPECIFlCATIONS. 2. CONTRACTOR SHALL IMPLEMENT APPLICABLE CONSTRUCTION EROSION ANO SEDIMENT CONTROL BEST MANAGEMENT PRACTiCES (BMP'S) THROUGHOUT THE PHASES OF CONSTRUCTION OF THE PROJECT SITE. CONTRACTOR SHALL BE AWARE THAT THE EROSION CONTROL MEASURES AND LAYOUT IDENTIFIED ON THIS PLAN SHEET ASSUMES THAT THE STREET HAS BEEN GRADED TO SUBGRADE AND PROPOSED STORM DRAINAGE STRUCTURES ANO PIPE HAVE BEEN INSTALLED. IT t5 THE CONTRACTORS RESPONSIBILITY TO COORDINATE REVISIONS AND/OR UPDATES TO THE EROSION PLAN IN ACCORDANCE NATH THE DIFFERENT STAGES OF GRADING OPERATIONS DURING THE RAfNY SEASON (OCTOBER 1 TO APRIL 15)AS REQUIRED BY THE CITY PUBIIC WORKS ENGINEER AND STATE REGULATORS. 3. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING SEDIMENT-LADEN STORM RUNOFF FFtOM LEAVING THE SI1E. CATCH BASIN INSERTS,GRAVEL BAGS,FlBER ROLLS,EARTHEN DIKES,EROSION CONTROI MATS/FABRICS AND FILTER PUMPS SHALL BE USED BY THE CONTRACTOR ON AN AS NEEDED BASIS TO INHIBIT SILT FROM IEAVING THE SITE AND ENTERING T}1E STORM DRAIN SYSTEM. EXISTING, TEMPORARY,OR PERMANENT CATCH BASINS SHALL USE SEDIMENT BARRIERS. 4. THE NAME,ADDRESS AND 24 HOUR 1ELEPHONE NUMBER OF THE QUAlIF1ED PRACTITIONER RESPONSIBLE FOR IMPLEMENTATION OF EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE PROVIDED TO THE CITY PUBLIC WORKS DEPARTMENT AND REPORTED ON THE STORMWATER MULTI-APPUCATiON,REPORTiNG,AND TRACKING SYSTEM(SMARTS)WEBSITE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO PUBLIC AND/OR PRIVATELY OWNED AND MAINTAINED ROADS CAUSED BY THE CONTRACTOR'S GRADING ACTIVITIES, AND SHALL BE RESPONSIBLE FOR THE CLEANUP OF MATERIAI_SPILLED ON PUBUC ROAD ON THE HAUL ROUTE. ADJACENT PUBUC AND/OR PRIVATE ROADS SHALL BE CLEANED AT THE END OF THE WORK OAY. 6. DURING THE RAINY SEASON, ALL PAVED AREAS ARE TO BE KEPT CLEAR OF EARTH MATERIAL AND DEBRIS. THE SITE IS TO BE MAINTAINED SO AS TO MINIMIZE SEDIMENT-LADEN RUNOFF TO ANY STORM DRAIN SYSTEM. 7, ALL EROSION CONTROL FACILJTIES MUST BE MONITORED. ALL SLOPES SHALL BE BE REPAIRED AS SOON AS POSSIBLE WHEN DAMAGED. 8, ALL TRUCK T1RES SHALL BE CLEANED PRIOR TO EXITING THE PROPERTY. 9. STOCKPILED MATERIAL A. EXCAVATED SOILS SHOULD NOT BE PLACED IN STREETS OR ON PAVED AREAS. B. ANY EXCAVATED SOILS SHWID BE REMOVED FROM THE SITE BY THE END OF THE DAY,UNLESS STOCKPILJNG IS NECESSARY. C. SURRWND ALL STOCKPILES WITH PERIMETER SILT FENCES,FIBER ROLLS, APPROPRIATELY SIZED SECONDARY CONTAINMENT,OR OTHER RUNOFF CONTROLS. D. STABfUZE INACTIVE STOCKPILES WITH SOIL STABIUZER AND/OR MULCH, OR COVER NATH A TARPAULJN. E. COVER STOCKPILES OF CRUSHED AC OR PCC PAVEMENT WITH A TARPAULJN OR PROVIDE CASE-SPECIFlC DESIGNED SECONDARY CONTAINMENT AND CONTAINMENT AND SURRWND NATH APPROPRIATE RUNOFf CONTROLS. F. USE INLET PROTECTION FOR STORM DRAIN SiRUCTURES ADJACENT TO THE MATERIAL. G. THOROUGHIY SWEEP ALL PAVED AREAS EXPOSED TO SOIL EXCAVAl10N PUCEMENT. 10. DURING CONSIRUCTION,THE MAINTENANCE OF SUMMERTIME DRAINAGE THROUGH 1HE SITE IS THE RESPONSIBWTY OF THE CONTRACTOR. � STREET SLOPE �► (RUNOFF DIRECiION) � PLAN VIEW GRAVEL FlU.ED BAGS � O BKF ENGINEERS 0 0 N N��QQ N� X 11. AS SOON AS IS PRACTiCAL AF1ER THE NEW OWSIiE STORM SYSTEM IS INSTALLED, o� v THE CATCH BASINS SHALL BE INSTALLED. EROSION CONTROL DEVICES SHALL BE IN OR AROUND THOSE CATCH BASINS AS SHOWN ON THE APPROVED EROSION CONTROL PLAN. z�°o rn CONTRACTOR IS RESPONSIBLE TO PREVENT GRAVEL AND DIRT FROM ENTERIN�THE STORA� ���� DRAIN SYSTEM AND SHALL REMOVE DEBRIS IN THE STORM DRAIN L1NES. p o N N 12. EROSION CONTROL MEASURES SHALL BE MAINTAINED UNlll DISTURBED AREAS N g�� ARE STABIUZED. CHANGES TO THIS EROSION CONTROL PLAN SHALL 8E MADE TO �o 0 0 MEET FlELD CONDITIONS ONLY WITH THE APPROVAL OF OR AT THE DIRECTION OF THE N��� CITY PUBIJC WORKS ENGINEER. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT TEMPORARY BORROW AREAS AND/OR STOCKPILES WITH THE APPROPRIATE EROSION CONTROL MEASURES SATISFACTORY TO THE CITY PUBLIC WORKS ENGINEER. 14. ADDITIONAL EROSION CONTROL MEASURES MAY BE REOUIRED DURING GRADING OPERATION, BEFORE APRIL 15 AND PRIOR TO INSTALLA110N OF STORM DRAINAGE SYSTEM. SUCH ADDITIONAL MEASURES WILL BE CONTINGENT UPON THE STAGE OF GRADING OPERATION. CONTRACTOR SHALL IMPLEMENT ADDITiONAL EROSION CONTROL MEASURES AS REQUIRED BY THE ENGINEER OR CITY PUBLIC WORKS ENGINEER. 15. THE SURFACE OF CUT SLOPES MORE THAN 4 FEET IN HEIGHT,AND FllL SLOPES MORE THAN 3 FEET IN HEIGHT, SHALL BE PROTECTED AGAINST EROSION BY PLANTING NATH GRASS OR GROUNDCOVER PLANTS. 16. CONTRACTOR IS RESPONSIBLE FOR A�AINTAINING LIMITS OF WORK AS SHOWN ON THE IMPROVEMENT PLANS. SLOPES WITH OISTURBED SOILS OR DENUDED OF VEGETATION MUST BE STABIUZED 50 AS TO INHIBIT EROSION BY NAND AND WATER. 17. TRASH AND CONSTRUCTION RELATED SOUD WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 18. ERODED SEDIMENTS AND OTHER POLLUTANTS SHALL BE RETAINED ON-SITE AND ARE PROHIBITED FROM BEING TRANSPORTED FROM THE SITE VIA SHEETFLOW,SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND. 19. CONSTRUCTION PROJECTS SHALL BE CONDUCTED IN A MANNER WHICH PREVENTS THE RELEASE OF HAZARDOUS MATERIALS, HAZARDOUS WASTE, POLLUTED WATER AND SEDIMENTS TO THE STORM DRAIN SYSTEM. FUELS. OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR L1STING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. 33. REMOVE SILT AND DISPOSE OF SO AS NOT TO CAUSE SILTATION PROBI.EMS. 34. PREVENT WATER FROM FLONANG AROUND THE ENDS OF THE EROSION CONTROL BARRIER. 35. EXCEPT AS OTHERWISE DIRECTED BY THE INSPECTOR, DEVICES SHOWN ON THE EROSION CONTROL PLAN SHALL BE IN PLACE AT THE END OF EACH WORK DAY AND EROSION CONTROL FACILJTIES MUST BE INSPECTED AT THE END OF EACH WORKING DAY DURING THE RAINY SEASON. 36. STANDBY CREWS SHALL BE ALERTED BY 1HE PERMITEE OR CONTRACTOR FOR EMERGENCY WORK DURING RAIN STORMS. NOTES: 1. PLACE SEDIMENT BARRIERS ON GENTLY SLOPING STREETS,WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF. 2. PERVIOUS BAGS OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FlLLED NATH GRAVEL,LAYERED AND PACKED TIGHTLY. 3. LEAVE ONE BAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY OVERFLOW. TOP OF SPILLWAY SHALL BE LOWER THAN 6". 4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT,SEDIMENT,AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. �PONDING HEIGHT ..Y... SPILLWAY �,�,����?�.: ys "��' �� � OFFSITE SEOIMENT NOTE: PONDING/SPILLWAY HEIGHT BARRIER EQUALS 6' SECTION A—A 1 DROP INLET GRAVEL BAG PROTECTION — NOT TO SCALE �)12-,,,�C;��-� �..v� ���i�„"«I���..•`'8 3:,"�',,•' j''� ��w+!p'��*hr��'N+,'+� �)�i�: .��._.�1..' ' �1 J i:i��i%�i��i'��; �..��.�.o.......� . ��� C)�,��t��# � �r_��. �iR. � Z�- GRAPHIC SCALE 10 0 10 20 �oF�ssi�� y���R.,�p��yy � No. 49457 � * EXP.09/30/14 +t sr civi� ��� �lf OF CAUFO� � � � � — � c � N I• � � ��1 � Q Z � O � J Q U � �"' Z ` Q W —� �-> a � Q Q J z 3 a � o � Q J� V � =W Q H W J � Q �W � � _ � N W V/ �M W O Z H � W � � U L� O } F-- U A c 0 .p .o � o � v 0 0 � ; o Z o `J�i o o < � C5.0 5 oF 5 ; v 0 � v 0 � I 0 0 � 0 J /C O� �O ++Y 00 -O %n 0 > 4 m 00 vw 3� ino va 0 u / m ov �i nn jN ao w � zw � Z 0 �o oa PI A^�I `.;�::;I[ f%�;i f - A .. :,�,�-� 1 - ��.1• '•i'7 7 1., ,-1 • ,�! . 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W` / '_. � � m f0 Q �U m� Q_ � �� � a�� ��� Q Z � O � J Q U V/ � Z � W� i-WQ r a�W � O Q ���' c� �a� � �� Q U �WN � ��� N W 0 �Z � m 0 Z � �' w � � U � O } F- U � 1 �1��'� a �p,�pSCAP� � ° o C�q� Y V � ; O Z 2��,�apRD y� C'% o c°� u ° a � �W� �,. o cn o o a ° _ m c742 �y Sheet Number: REN.5j31j'„�* tPA� \Q' 9 � L0.1 r �_/� �a`CHlAtQ � � ; � � ' i / � � I y/� / � \\ I \� �� !� ' J' 1 � \' / � � � �. _:__ � . , _, �, , � , o� 3 v c 0 � 0 0 0 0 � 0 J i� »�u —o �o ..� 00 —o /D 0 �r m 0 vw r~ � N O aa O i m o.r �_ �� nn N i� ao w � Q.. zw � c�a zo ao 2 J oa � � , i � � , +.- � TREE DISf='OSI TION PLAN 1 sau.E:s;,s°=,•.o� � /��/ �`\\�. �/l ��. �„�,��r��hi?i�-�-r;F F;t��::F � ii 'i r �� , -......._ � �� !KfF � � � �. \� ,��-�-- - I _iAi•. _ .. __ `��� �:' ,.. ,_ ,, �"'r1f� � -f�= �y4�iLc: 1'a;\� �.�'' \._ �� j �y�, � � � i �� �._ � y � ;� � , 1 �� � � ;1 " �;��ii� ����: �ln��a: , \ � i ,�� �� :y � i�J�l l(` `, - ,i ,,'�.FF-y i F?,i i - � ' KP,1 1' I`h`vl�i Vf `� �'IfII� ; 1I11I�' 'III ;-'�z .�r,� : _'iILJC�uLII,U❑G ❑ ,.,� ��,' *l;; ',!; � (lllfl':!If (lll(. `'l ;F' iii,nl ip r "O.''. J iJ u L C L'j❑CI L�'.�J u N!� ;!:,._� s�'��J���1��.R. � �' �',i I.. I, '�����d ,�Ne�i 9`�'���� �I � �� � � �� (- �� �iti����. �i� ' „� .,,.., i _ � �i � i ,i� _� �,�«. �-� '; `,"I�:. �'i _ �I1 I�� 'll ,�i ';�I ,!�I.... � .... � ' �.. .--�I -- � I- ,_,. „d TREE PRUTECTION BARRIER 2 ;,�i ;a• , ���. , , � � � I I I I I O DISPOSITION LEGEND � � TREE TO REMAIN " � � TREE TO BE REMOVED TOTAL �o � �' 1 ! �� .' . � ��\ \/I � ���i�_� `��r-=-�� � TREE PROTECTION NOTES 1. DESIGNATED TREES ON SITE SHALL HAVE PROTECTIVE FENCING ERECTED AROUND THEM TO AVOId SOIL COMPACT�ON OR CONTAMINATiON,MECHANICAL INJURY TO THE ROOTS. TRUNKS.BRANCHING OR FOLIAGE,AND TO DELINEATE THE TREE PROTECTION ZONE. 2. FENCING SHALL BE ERECTED BEFORE DEMOLITION,GRADING OR CONSTRUCTION BEGINS AND SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT. PROJECT ARBORIST SHALL CERTIFY THE INSTALLATION OF THE TREE PRESERVATION MEASURES PRIOR TO ANY SITE DEMOLITION OR GRADING.EACH TREE WILL DIFFER IN THE NUMBER OF FEET FROM THE TRUNK THAT THE FENCING WILL BE LOCATED. FENCING SHALL BE INSPECTED BY THE CITY ARBORIST TO ENSURE CORRECT PLACEMENT. NO ACTIVITY IS PERMITTED WITHIN THE PROTECTIVE TREE FENCING WITHOUT PRIOR CONSENT OF THE CITY ARBORIST. 3. 3"DEEP WOOD CHIP MULCH SHALL BE PLACED WITHIN AND/OR AROUND THE TREES PRIOR TO FENCING TO HELP LESSEN THE POTENTIAL NEGATIVE IMPACTS OF SOIL COMPACTION. CONFIRM ADDITIONAL GUIDELINES,iF APPLICABLE,AS SPECIFIED�N THE TOWN OF LOS GATOS TREE SPECIFICATION GUIDELINES. 4. DO NOT USE HEAVY EQUIPMENT NOR CONDUCT ANY ACTIVITIY THAT WILL CAUSE COMPACTION UNDER THE DRIPLINE OF EXISTING TREES TO REMAIN. DO NOT DRiVE,PARK OR STORE EQUIPMENT OR MATERIALS UNDER THE DRIP LINE OR BEHIND PROTECTIVE FENCES. 5. PROVIDE PROTECTION FOR ROOTS CUT DURING CONSTRUCTION OPERATIONS. TEMPORARILY COVER EXPOSED ROOTS WITH WET BURLAP TO PREVENT DRYING OUT.COVER WITH EARTH AS SOON AS POSSIBLE. SIMILARIY PROTECT SHRUB AND GROUNDCOVER AREAS TO REMAIN. ROOT REMOVAL WITHIN THE DRIPLINE OF TREES SHALL ONLY OCCUR UNDER THE DIRECT SUPERVISION OF THE CITY ARBORIST. 6.THE MATURE TREES SHALL BE IRRIGATED WITH EXISTING TREE IRRIGATION SYSTEM ON SITE THOROUGHLY ONE TIME EVERY 5-6 WEEKS ONCE THE WINTER RAINS STOP.THE TREE TRUNKS SHALL STAY DRY. 7. PLANTS TO BE REMOVED OR RELOCATED SHALL BE TAGGED IN THE FIELD BY THE LANDSCAPE ARCHITECT. 8. THE CANOPIES OF TREES ADJACENT TO DRIVEWAYS MAY NEED TO BE RAISED IN ORDER TO PROTECT THEM FROM IMPACTS WITH DELIVERY TRUCKS.ANY TREES THAT MAY HAVE THEIR TRUNKWOOD DAMAGED FROM OELIVERIES SHALL HAVE THEIR EXPOSED WOOD WRAPPED WITH 2"X 4"'S 8 WIRE FENCING TO LESSEN THE DAMAGE THAT MAY BE CAUSED BY�MPACTS. ALL WORK TO BE SUPERVISED BY CITY ARBORIST. 9. REMOVE HEAVY VEGETATIVE GROWTH PRIOR TO SOIL STRIPPING.LEAVE SOIL IN PLACE WITHIN DRIP LINES OF TREES. STOCKPILE TOPSO�L IN AREAS OIRECTED BY LANDSCAPE ARCHITECT. COVER STOCKPIIES TO PREVENT CONTAM�NATION,WIND AND WATER EROSION. 10. CONTRACTOR SHALL OBTAIN COPY OF CITY ARBORIST REPORT AND BE FAMILIAR AND CONFORM TO ALL REQUIREMENTS THEREIN. �, �� ,l� '_ � � : j �"' � -T-- - - — �=��t-� 4_ ' ` H � ^�r----� -,r � I � � + G i � -� � r � � �� . � � � �_� � � �� � � ,; , .. . ____ _ _ _, .. � ���. � � � � ; � O BKF ENGINEERS �r�� ' , -��-� - ---� ,. r�eo !�- -- �� X N N �. .��� �[f L'1 . ''/"`. 1n�A .__" ._._ �...1, .. _ . .-� ". __..... /... ... �, ... "'. 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