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approved plans DIR-2018-21.pdfA PROPERTY LINE ADJACENT PROPERTY LINE CENTERLINE EASEMENT BUILDING LINE WITH DOOR BUILDING OVERHANG BOLLARD LIGHT LIGHT STREET LIGHT 7RANSFORMER FIRE HYDRANT STORM DRAIN MANHOLE MANHOLE CLEAN OUT GAS ME7ER VAL VE CA TCH BASIN / DROP INLET FIRE DEPARTMENT CONNEC77ON BACK FLOW PREVEN7ER POST INDICATOR VALVE AUTOMATIC SPRINKLER RISER U77LITY BOX (SIZE VARIES) SIGN BOLLARD TREE W/ SIZE AND ELEVA TION CURB CURB & GUTTER CONCRETE EDGE OF PAVEMENT FENCE JOINT 7RENCH LINE SANITARY SEWER STORM DRAIN UNDERGROUND ELECTRIC FIBER OP77C CABLE WA TER LINE ASPHAL 77C CONCRETE ASBESTOS CEMENT PIPE DUC77LE IRON PIPE ELECTRIC BOX ELECTRIC CABINET ELECTRIC VAULT FEET FIBER OP77C MANHOLE HIGH DENSITY POL YETHYLENE PIPE K/L0VOL T NORTH SQUARE SANITARY SEWER CLEAN OUT 7FLEPHONE BOX 7RASH ENCLOSURE 7ELEPHONE U77LITY BOX WEST LEGEND EXrsnNG SS SD E Eo W AC ACP DP EB ECRB EV FT. FOMH HDPE KV N SQ. SSCO TB TE TELE UB W GRADING NOTES PROPOSED CONCRETE CURB CONCRETE CURB & GUTTER --_ 700 CONTOUR LINE BUILDING PERMIT PLANS FLUSH CONCRETE CURB GB GRADE BREAK LINE R RIDGE LINE SIDEWALK OF �oo.00 SPOT ELEVATION BW BACK OF WALK CB CATCH BASIN C CONCRETE FC FACE OF CURB 10201 NORTH DE ANZA BOULEVARD FF FINISHED FLOOR FL FLOW LINE GB GRADE BREAK HP HIGH POINT LP LOW POINT R RIDGE FOR RE RIM ELEVA 77ON TC TOP OF CURB CONCRETE SIDEWALK.- 4" PCC OVER 4" CLASS II AB APPLE INC. 1. CONTRACTOR SHALL DETERM/NE HIS OWN EARTH QUANTITIES AND BASE HIS B/D ACCORD/NGL Y. 2. TOP OF CURB ELEVA 71 ON /S 0.5' ABOVE THE A. C. PA ONG AND SPOT ELEVA TIONS ARE TO FIN/SHED SURFACE (UNLESS OTHERWISE NOTED). J. COMPACT/ON TO BE DETERMINED US/NG ASTM D1557, LATEST EDIT/ON LABORATORY TEST PROCEDURE. 4. STORM DRAIN DES/GNA TED AS "SO" SHALL BE CLASS 111 RCP, SDR J5 PVC OR HDPE AS STA TED BELOW. PVC AND HDPE PIPES SHALL ONL Y BE USED WHEN MIN/MUM COVER REQUIREMENTS ARE MET AS SPECIFIED IN THE PVC PIPE BEDDING DETAIL AS SHOWN ON THESE PLANS. SUBSTITUTIONS FOR ANY PIPE WITH A PARTICULAR MATER/AL SPECIFIED ON THIS PLAN SHALL ONLY BE MADE WITH THE WR/REN APPROVAL OF THE ENGINEER. 5. STORM DRAIN PIPE SHALL BE: 10" DIAMETER AND SMALLER SDR J5 PVC OR HDPE WITH RUBBER GASKETS MEET/NG ASTM F477. 12" DIAMETER TO BE SDR J5 PVC, CLASS III RCP OR BLUE SEAL HDPE AS MANUFACTURED BY HANCOR WITH WATER TIGHT JOINTS MEET/NG ASTM F477 AND ASTM DJ212 15" THROUGH 24" DIAMETERS; PIPE TO BE CLASS 111 RCP OR BLUE SEAL HDPE AS SPECIFIED ABOVE. PIPES LARGER THAN 24" IN DIAMETER SHALL BE CLASS ll/ RCP UNLESS OTHERWISE NOTED. NO MATER/AL SUBSTITUTION SHALL BE ALLOWED FOR DUCT/LE IRON PIPE (DIP). 6. ALL UTILITY STRUCTURES INCLUDING, BUT NOT LIMITED TO MANHOLES, CATCH BAS/NS, WATER VALVES, FIRE HYDRANTS, TELEPHONE AND ELECTRIC VAULTS, AND PULL BOXES, THAT LIE WITHIN THE PUBLIC RIGHT-OF-WAY EASEMENTS OR AREAS AFFECTED BY WORK ON THIS PROJECT SHALL BE ADJUSTED TO GRADE BY THE CONTRACTOR OR THE RESPECT/VE UTILITY COMPANY FOR WHICH THE CONTRACTOR /S RESPONSIBLE TO AFFECT COORDINATION. 7. THE TYPES, LOCA TONS, SIZES AND/OR DEPTHS OF EX/STING UNDERGROUND UTILITIES AS SHOWN ON THESES IMPROVEMENT PLANS WERE OBTAINED FROM SOURCES OF VARYING REL/ABILITY. THE CONTRACTOR IS CAU77ONED THAT ONLY ACTUAL EXCAVA77ON WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTIL177ES. A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DEL/NEA TE ALL KNOWN UNDERGROUND U77LITIES. HOWEVER, THE ENGINEER CAN NOT ASSUME RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THEIR DELINEATION OF SUCH UNDERGROUND U77L/TIES WHICH MAY BE ENCOUNTERED, BUT ARE NOT SHOWN ON THESE DRAWINGS. 8. CONTRACTOR SHALL UNCOVER AND EXPOSE ALL EXISTING U77LITY AND SEWER LINES WHERE THEY ARE TO BE CROSSED, ABOVE OR BELOW, BY THE NEW FACILITY BE/NG CONSTRUCTED /N ORDER TO VERIFY THE GRADE AND TO ASSURE THAT THERE /S SUFFICIENT CLEARANCE. PIPE SHALL NOT BE STRUNG NOR TRENCH/NG COMMENCED UNTIL ALL CROSS/NGS HAVE BEEN VERIFIED FOR CLEARANCE. IF THE CONTRACTOR FAILS TO FOLLOW THIS PROCEDURE, HE WILL BE SOLELY RESPONSIBLE FOR ANY EXTRA WORK OR MA TERIAL REQUIRED IF MOOIRCA TIONS TO THE DES/GN ARE NECESSARY. 9. THE CONTRACTOR SHALL SET HIS STRING OR WIRE THROUGH AT LEAST THREE GRADE STAKES TO VER/FY GRADE. IF THE STAKES DO NOT PRODUCE A UNIFORM GRADE, N077FY THE ENGINEER IMMEDIATELY AND HAVE THE GRADES CHECKED PR/OR THE TRENCH/NG OR PLACEMENT OF CONCRETE. 10. ADJUSTMENTS TO BUILD/NG PAD ELEVATIONS OR PARKING LOT GRADES TO ACHIEVE EARTHWORK BALANCE SHALL BE MADE ONLY WITH APPROVAL OF THE ENG/NEER. 11. ALL WORK, ON-SITE AND /N THE PUBLIC RIGHT-OF-WAY, SHALL CONFORM TO THE CITY OF CUPERTINO STANDARDS AND REQUIREMENTS. PARKING SUMMARY DESCRIPTION STALLS COVERED STANDARD PARKING 54 COVERED COMPACT PARKING 127 COVERED ACCESSIBLE PARKING 2 COVERED EV PARKING 2 COVERED ACCESSIBLE EV PARKING 1 UNCOVERED STANDARD PARKING 143 UNCOVERED COMPACT PARKING 20 UNCOVERED ACCESSIBLE PARKING 6 UNCOVERED EV PARKING 24 UNCOVERED ACCESSIBLE EV PARKING 1 TOTAL 380 liiLJ O I I - I i i li o, li A---- I o � I I o 0 LO .I II o - o i I ~_---------- ------ - -- - LAZANEO DRIVE ----- ------------- I V V ❑% --- ---- --- -- nn 3 LEVEL CONCRETE PARKING STRUCTURE 10201 N. DE ANZA BOULEVARD ., �I I I , i i i<<ARE I II I I I nn >.< LU --� F J o o �-� • • I I z i i �I J, aWilli r ------------� ----------- AREA L----------- 3 - 0 20 40 80 120 Scale 1 " = 40 ft ME o o Q W O� CO Q N= I� Z p Q� W 0 O z u I 40 M CUE= CIVIL CO.0 C1.0 C2.0 C3.0 C4.0 OWNER VICINITY MAP NOT TO SCALE SHEET INDEX DESCRIPTION COVER SHEET TOPOGRAPHIC SURVEY GRADING AND DRAINAGE PLAN EROSION CONTROL PLAN DETAILS APPLE INC. AT7N.-ANH KI, PROJECT MANAGER REAL ESTATE & DEVELOPMENT 1 INFIN17F LOOP, MS 119 -DDC CUPERTINO, CA, 95014 (P) (408) 606-5775 CIVIL ENGINEER KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. A T7N.• NEKTARIOS MA THEOU, P. E. 3350 SCOTT BOULEVARD, BUILDING 22 SANTA CLARA, CA 95054 (P) (408) 727-6665 ARCHITECT HA YES GROUP ARCHITECTS, INC. AT7N.• ANU SUMANTH 2657 SPRING STREET REDWOOD CITY, CA, 94063 (P) (650) 365-0600 (F) (650) 365-0670 CONTRACTOR DEVCON C0NS7RUC77ON, INC. A TTN. - 690 GIBRALTAR DRIVE MILPI TAS, CA, 95035 (P) (408) 942-8200 (F) (408) 262-2342 SURVEY NOTES 1. THIS PLOT WAS PREPARED FROM INFORMATION FURNISHED IN A COMM/TMENT FOR TITLE INSURANCE, PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY, DATED MARCH 10, 2015, COMMITMENT NUMBER NCS-721077-CHI2 NO LIABILITY /S ASSUMED FOR MA TTERS OF RECORD NOT STATED /N SAID PRELIMINARY TITLE REPORT THAT MAY AFFECT THE TITLE LINES, OR EXCEPTIONS, OR EASEMENTS OF THE PROPERTY. 2. ALL DISTANCES AND ELEVA TIONS SHOWN HEREON ARE /N FEET AND DECIMALS THEREOF. J. THIS IS NOT A UTILITY SURVEY. PHYSICAL ITEMS SHOWN ON THIS SURVEY ARE LIMITED TO THOSE ITEMS VISIBLE AS OF THE DATE OF THIS SURVEY. SUBSURFACE STRUCTURES, IF ANY, ARE NOT SHOWN. SAID SUBSURFACE OBJECTS MAY INCLUDE, BUT ARE NOT LIMITED TO, CONCRETE FOOTINGS, SLABS, SHORING, STRUCTURAL PILES, UTILITY VAULTS, PIPING, UNDERGROUND TANKS, AND ANY OTHER SUBSURFACE STRUCTURES NOT REVEALED BY A SURFACE INSPECTION. 4. THIS SURVEY DOES NOT SHOW THE LOCATIONS OF THE FOLLOWING UNDERGROUND U77LITY LINES DUE TO THE FACT THAT THE CLIENT HAS NOT FURNISHED KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. WITH ANY PLANS THAT DEL/NEA TE THEIR LOCA TIONS.• ELECTRIC LINES, GAS LINES, WATER LINES, TELEPHONE LINES, CABLE TELEVISION LINES, NITROGEN LINES, (IF ANY) FIBER OPTIC LINES (IF ANY). ALL PARTIES SHOULD CONSIDER THIS SURVEY AS PRELIMINARY WITH REGARDS TO THE LOCATION OF THE U77LITY FACILITIES. 5. BENCHMARK: CITY OF CUPERTINO BM -5; CONCRETE NAIL /N TOC N/E RETURN ON STEVENS CREEK BL ® RANDY LN ELEVA TION.- 210.68 (NA VD 88 DA TUM) 6. THE SUBJECT PROPERTY IS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) FOR SANTA CLARA COUNTY, CALIFORNIA, MAP NUMBER 06085CO208H FOR COMMUNI TY NUMBER 060339 0208 H (Cl TY OF CUPERT/NO), W/ TH AN EFFECT/ VE DA TE OF MA Y 18, 2009 AS BEING LOCA TED IN FLOOD ZONE "X"I- ACCORDING X';ACCORDING TO FEMA THE DEFINITION OF ZONE "X" IS.- AREAS OF 0.29 ANNUAL CHANCE FLOOD; AREAS OF 19 ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 19 ANNUAL CHANCE FLOOD. INFORMA TON WAS OBTAINED FROM THE FEMA WEBS/ TE (WWW. FEMA. GO V) ON DECEMBER 22, 2017. 7. BASIS OF BEARINGS - THE BEARING OF SOUTH 895856" WEST TAKEN ON THE CENTERLINE OF LAZANEO DRIVE AS SHOWN ON THA T CERTAIN PARCEL MAP FILED FOR RECORD ON JUNE 16, 1982 /N BOOK 501 OF MAPS A T PAGE 27 & 28, SANTA CLARA COUNTY RECORDS WAS TAKEN AS THE BASIS OF ALL BEARINGS SHOWN HEREON. NOTICE TO CONTRACTORS CON TRA C TOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT) AT 811 A MINIMUM OF 24 HOURS BEFORE BEGINNING UNDERGROUND WORK FOR VERIFICATION OF THE LOCATION OF UNDERGROUND UTILITIES BEFORE EXCAVATING CALL U.S.A. 811 48 -HOURS BEFORE ALL PLANNED WORK OPERATIONS 0 0 Know what's below. Call before you dig. ARCHITECT: PROJECT INFO: APPLE INC. DE ANZA 2 HAYES GROUP ARCHITECTS, INC. 2657 SPRING STREET REDWOOD CITY, CA 94063 P: 650.365.0600 F: 650.365.0670 www.thehayesgroup.com 10201 N. DE ANZA BLVD. CUPERTINO, CA 95014 CLIENT: 0 CIVIL ENGINEER: W KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard #22 Phone (408) 727-6665 Santa Clara, California 95054 Fax (408) 727-5641 NO. DESCRIPTION: DATE: PERMIT SUBMISSION 01/29/18 PERMIT RESUBMISSION 04/12/18 PERMIT RESUBMISSION 05/03/18 /Q�'OF E SS/ON\ 9l F D s� C/V1\-\Q qTF OF C A\-���/ K&W PROJECT NO: 17210-1 SCALE: AS SHOWN DRAWN BY: SJH REVIEWED BY: HAR APPROVED BY: NM COVER SHEET C0.0 APPLE PROJECT NO. -F.17026 HOMESTEAD RD 280 �_j o o a o MERR/TT DR 85 o � Q Q z m � m W Q ti m a Q s a S7EVENS CREEK BL VD o z PROJECT LOCATION 85 I N A CUE= CIVIL CO.0 C1.0 C2.0 C3.0 C4.0 OWNER VICINITY MAP NOT TO SCALE SHEET INDEX DESCRIPTION COVER SHEET TOPOGRAPHIC SURVEY GRADING AND DRAINAGE PLAN EROSION CONTROL PLAN DETAILS APPLE INC. AT7N.-ANH KI, PROJECT MANAGER REAL ESTATE & DEVELOPMENT 1 INFIN17F LOOP, MS 119 -DDC CUPERTINO, CA, 95014 (P) (408) 606-5775 CIVIL ENGINEER KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. A T7N.• NEKTARIOS MA THEOU, P. E. 3350 SCOTT BOULEVARD, BUILDING 22 SANTA CLARA, CA 95054 (P) (408) 727-6665 ARCHITECT HA YES GROUP ARCHITECTS, INC. AT7N.• ANU SUMANTH 2657 SPRING STREET REDWOOD CITY, CA, 94063 (P) (650) 365-0600 (F) (650) 365-0670 CONTRACTOR DEVCON C0NS7RUC77ON, INC. A TTN. - 690 GIBRALTAR DRIVE MILPI TAS, CA, 95035 (P) (408) 942-8200 (F) (408) 262-2342 SURVEY NOTES 1. THIS PLOT WAS PREPARED FROM INFORMATION FURNISHED IN A COMM/TMENT FOR TITLE INSURANCE, PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY, DATED MARCH 10, 2015, COMMITMENT NUMBER NCS-721077-CHI2 NO LIABILITY /S ASSUMED FOR MA TTERS OF RECORD NOT STATED /N SAID PRELIMINARY TITLE REPORT THAT MAY AFFECT THE TITLE LINES, OR EXCEPTIONS, OR EASEMENTS OF THE PROPERTY. 2. ALL DISTANCES AND ELEVA TIONS SHOWN HEREON ARE /N FEET AND DECIMALS THEREOF. J. THIS IS NOT A UTILITY SURVEY. PHYSICAL ITEMS SHOWN ON THIS SURVEY ARE LIMITED TO THOSE ITEMS VISIBLE AS OF THE DATE OF THIS SURVEY. SUBSURFACE STRUCTURES, IF ANY, ARE NOT SHOWN. SAID SUBSURFACE OBJECTS MAY INCLUDE, BUT ARE NOT LIMITED TO, CONCRETE FOOTINGS, SLABS, SHORING, STRUCTURAL PILES, UTILITY VAULTS, PIPING, UNDERGROUND TANKS, AND ANY OTHER SUBSURFACE STRUCTURES NOT REVEALED BY A SURFACE INSPECTION. 4. THIS SURVEY DOES NOT SHOW THE LOCATIONS OF THE FOLLOWING UNDERGROUND U77LITY LINES DUE TO THE FACT THAT THE CLIENT HAS NOT FURNISHED KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. WITH ANY PLANS THAT DEL/NEA TE THEIR LOCA TIONS.• ELECTRIC LINES, GAS LINES, WATER LINES, TELEPHONE LINES, CABLE TELEVISION LINES, NITROGEN LINES, (IF ANY) FIBER OPTIC LINES (IF ANY). ALL PARTIES SHOULD CONSIDER THIS SURVEY AS PRELIMINARY WITH REGARDS TO THE LOCATION OF THE U77LITY FACILITIES. 5. BENCHMARK: CITY OF CUPERTINO BM -5; CONCRETE NAIL /N TOC N/E RETURN ON STEVENS CREEK BL ® RANDY LN ELEVA TION.- 210.68 (NA VD 88 DA TUM) 6. THE SUBJECT PROPERTY IS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) FOR SANTA CLARA COUNTY, CALIFORNIA, MAP NUMBER 06085CO208H FOR COMMUNI TY NUMBER 060339 0208 H (Cl TY OF CUPERT/NO), W/ TH AN EFFECT/ VE DA TE OF MA Y 18, 2009 AS BEING LOCA TED IN FLOOD ZONE "X"I- ACCORDING X';ACCORDING TO FEMA THE DEFINITION OF ZONE "X" IS.- AREAS OF 0.29 ANNUAL CHANCE FLOOD; AREAS OF 19 ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 19 ANNUAL CHANCE FLOOD. INFORMA TON WAS OBTAINED FROM THE FEMA WEBS/ TE (WWW. FEMA. GO V) ON DECEMBER 22, 2017. 7. BASIS OF BEARINGS - THE BEARING OF SOUTH 895856" WEST TAKEN ON THE CENTERLINE OF LAZANEO DRIVE AS SHOWN ON THA T CERTAIN PARCEL MAP FILED FOR RECORD ON JUNE 16, 1982 /N BOOK 501 OF MAPS A T PAGE 27 & 28, SANTA CLARA COUNTY RECORDS WAS TAKEN AS THE BASIS OF ALL BEARINGS SHOWN HEREON. NOTICE TO CONTRACTORS CON TRA C TOR TO NOTIFY USA (UNDERGROUND SERVICE ALERT) AT 811 A MINIMUM OF 24 HOURS BEFORE BEGINNING UNDERGROUND WORK FOR VERIFICATION OF THE LOCATION OF UNDERGROUND UTILITIES BEFORE EXCAVATING CALL U.S.A. 811 48 -HOURS BEFORE ALL PLANNED WORK OPERATIONS 0 0 Know what's below. Call before you dig. ARCHITECT: PROJECT INFO: APPLE INC. DE ANZA 2 HAYES GROUP ARCHITECTS, INC. 2657 SPRING STREET REDWOOD CITY, CA 94063 P: 650.365.0600 F: 650.365.0670 www.thehayesgroup.com 10201 N. DE ANZA BLVD. CUPERTINO, CA 95014 CLIENT: 0 CIVIL ENGINEER: W KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard #22 Phone (408) 727-6665 Santa Clara, California 95054 Fax (408) 727-5641 NO. DESCRIPTION: DATE: PERMIT SUBMISSION 01/29/18 PERMIT RESUBMISSION 04/12/18 PERMIT RESUBMISSION 05/03/18 /Q�'OF E SS/ON\ 9l F D s� C/V1\-\Q qTF OF C A\-���/ K&W PROJECT NO: 17210-1 SCALE: AS SHOWN DRAWN BY: SJH REVIEWED BY: HAR APPROVED BY: NM COVER SHEET C0.0 APPLE PROJECT NO. -F.17026 LAZANEO DRIVE I 12"SD Sn 00 I / I CONCRETE ` LANDSCAPE DRIVEWAY \\ \ \ -------------------------- �—— — — — — — — — — — — — — — — — — — — — — \ 2"GAS&TELE 8' ACTP I -- CONCRETE SIGN S SLKPAVERS \ \ CONCRETE SIDEWALK ------__,�-'i I 1 _ LANDSCAPE / / / LANDSCAPE / / / / / / / / y�P / / - - - - - - - - - - - / / / / I ------------------- I I I I 1 1 I I I I I I I STAIR WELL ; I i I i 1 Is AC PAVEMENT i— ---------------- - — — — --------------- — I I I I 1 I I I ' I 1 I I I I jCONCRETE RAMP PAVERS II I II I STAIRWELL I I---- I I I I I I I / / I I ---------------- I I �/ I / 1 CONCRETE WALK I / 41 L•.j V AC PAVEMENT AREA 1 I"=] 01 ,- I 1 I � I CONCRETE RAMP I CONCRETE I I 1 I 1 I •- - - - - - -- • i \\ I 1 \ I ' \ I I / I 1/ \ 11 NCRFTF \/ 1 i a I ; w I I � I I z 0 I i U II I; I; I; I; 11 11 U I o I ' z 11 Q I J II 11 \ l \ II I; I' \ I' I I I; j 11 11 II I; I ' I I N \ I o I 1 I � I ' 1 � 1 W I 1 � 1 U , I o U I 1 � I I I ; \ 1 1 I I; 1 1 II I� I; I; I; \ 11 > II X 11 I; I; FENCED ; UTI LTY 1 ENCLOSURE 1 I i � I ; w j I z TB I 1 0 �J I -Xj AREA 2 e X 1! I I FENCED I ; UTILTY 1 ENCLOSURE Ij Q X I w I W I Of j z 0 FJ I I ---------------------------------------- I r I I ' I I ' i I ; / I 1 / 1 ------------------ --------- ------------------------------------------ ---1 LANDSCAPE ; I , I --------- -------------- - — — — M�� I I CONCRETE WALK 0 n IK\ I ; li I I I 1 I I; 1 y I °°°°°°° ----------------------------------------- ------------�____-_-__����__-_- _-__�� ----------- J I °°°°°°° CONCRETE WALK ogogogo I I LANDSCAPE°o°oFENCED ENCLOSURE CONCRETE WALK—LOS --------------------------------------------------------------------------- �1 DIRT X E- - C °°° ------1' ----------------------------- I I 10" SD I I I I I I I I LANDSCAPE CONCRETE WALKCONCRETE WALK ------------------------------------------------------------------ --------------- LANDSCAPE IID I I L J I I I I r II I 1 , 1 co I DIRT 1 I I L/S I I I I I L—J L--, I � 1 I � 1 I � 1 CONCRETE WALK i OUTDOOR SEATING AREA I I ----- - F--� I I I I I I I Y I I Q I I 1 I v 1 I o I I � I I I I I I AREA 3 I"=] 01 ARCHITECT: PROJECT INFO: APPLE INC. DE ANZA 2 HAYES GROUP ARCHITECTS, INC. 2657 SPRING STREET REDWOOD CITY, CA 94063 P: 650.365.0600 F: 650.365.0670 www.thehayesgroup.com 10201 N. DE ANZA BLVD. CUPERTINO, CA 95014 CLIENT: 0 CIVIL ENGINEER: W KI ER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard #22 Phone (408) 727-6665 Santa Clara, California 95054 Fax (408) 727-5641 NO. DESCRIPTION: DATE: PERMIT SUBMISSION 01/29/18 1� PERMIT RESUBMISSION 04/12/18 PERMIT RESUBMISSION 05/03/18 /QROF E SS/ON\ 0S 9l w n-1 \F OF CA��F� K&W PROJECT NO: 17210-1 SCALE: AS SHOWN DRAWN BY: SJH REVIEWED BY: HAIR APPROVED BY: NM TOPOGRAPHIC SURVEY C1 I♦ 0 APPLE PROJECT NO. -F.17026 1'/ L O I I II o N r — I II 0\�� � I• � I I I I \\ I\ 1 1 1 III I 1 _•_ _ I iL_ _ _ _ — Q PAVERS I I CONCRETE i CONCRETE --- CD_ I I I \ U --- 1r I1 — 1 00 II it I I � I \\ I • I I I I I I \ \ \\ \ \ \\\\ I II it�--------------- \\\\ I I I I I L JI I I \ -------------------- - --- --� LANDSCAPE I I00 00 00 I I \\ I 00 00. I I \\ \ I I I I II li 1 1 I I 1 I Q j j i i DC LU I 1 1 CONCRETE WALK0,0 od 0,0 000 0 I 00m CONCRETE WALK J / 1 z / I LU I CONCRETE WALK/ o / L.L 10000000 i0 00 *000 AC PAVEMENT I 0 I LANDSCAPE � j 1 z 1 I I I I/77 1 LANDSCAPE v I LANDSCAPE I I III II I I I I I I I I I II I I I I 1 \ \ I , I I \ \ \ I I I I I 1 \ \ I AREA 2 e X 1! I I FENCED I ; UTILTY 1 ENCLOSURE Ij Q X I w I W I Of j z 0 FJ I I ---------------------------------------- I r I I ' I I ' i I ; / I 1 / 1 ------------------ --------- ------------------------------------------ ---1 LANDSCAPE ; I , I --------- -------------- - — — — M�� I I CONCRETE WALK 0 n IK\ I ; li I I I 1 I I; 1 y I °°°°°°° ----------------------------------------- ------------�____-_-__����__-_- _-__�� ----------- J I °°°°°°° CONCRETE WALK ogogogo I I LANDSCAPE°o°oFENCED ENCLOSURE CONCRETE WALK—LOS --------------------------------------------------------------------------- �1 DIRT X E- - C °°° ------1' ----------------------------- I I 10" SD I I I I I I I I LANDSCAPE CONCRETE WALKCONCRETE WALK ------------------------------------------------------------------ --------------- LANDSCAPE IID I I L J I I I I r II I 1 , 1 co I DIRT 1 I I L/S I I I I I L—J L--, I � 1 I � 1 I � 1 CONCRETE WALK i OUTDOOR SEATING AREA I I ----- - F--� I I I I I I I Y I I Q I I 1 I v 1 I o I I � I I I I I I AREA 3 I"=] 01 ARCHITECT: PROJECT INFO: APPLE INC. DE ANZA 2 HAYES GROUP ARCHITECTS, INC. 2657 SPRING STREET REDWOOD CITY, CA 94063 P: 650.365.0600 F: 650.365.0670 www.thehayesgroup.com 10201 N. DE ANZA BLVD. CUPERTINO, CA 95014 CLIENT: 0 CIVIL ENGINEER: W KI ER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard #22 Phone (408) 727-6665 Santa Clara, California 95054 Fax (408) 727-5641 NO. DESCRIPTION: DATE: PERMIT SUBMISSION 01/29/18 1� PERMIT RESUBMISSION 04/12/18 PERMIT RESUBMISSION 05/03/18 /QROF E SS/ON\ 0S 9l w n-1 \F OF CA��F� K&W PROJECT NO: 17210-1 SCALE: AS SHOWN DRAWN BY: SJH REVIEWED BY: HAIR APPROVED BY: NM TOPOGRAPHIC SURVEY C1 I♦ 0 APPLE PROJECT NO. -F.17026 Il ,I I II I I I I I I I �I O iJ 0 D D � LD ` LAivu� -- — - -- CONCRETE SIDEWALK Fol C7 FOMH !� 1 ©m — — — — — — — — — — — — — — — — — — I 1, I I I 1 STAIRWELL 3 LEVEL CONCRETE I I PARKING STRUCTURE � � I I 1 1 I I II I I ' / I ! / I - I I I � 'I I I / I / I J I wl ;I �I I I I w l I o DIRT I � I I 1 I 1 \ I v v I I \ II I \ 1 I \ 1 I I � II it I I I i I �I i i I I / ' I CONCRETE SIGN ,I - II I � a CONCRETE } DRIVEWAY I PARKING STRUCTURE ✓ THIRD LEVEL PARKING II r I ❑IJV I io LAZANEO DRIVE ------------------------------------ CONCRETE CONCRETE DRIVEWAY EB CONCRETE SIGN q � � -_ �tiVhLit �iDEWALK --- 0 _ --- ----'� -r I sEV SAVERS I ----- - ----- -- SLB � LANDSCAPE PAVERS I I � o, ♦� % e — — — — — — — — — — — — — — — --------------------------------- — EB O 0 DIRT ----------------------- Ev li V i -AVL,, MSTRUCT COVERED WASTE 7R/0 AND COVERED I aGARETTE BUTT URN (DETAIL 2) CD I I / � II 10201 N. DE ANZA BOULEVARD z 92 1,92 I EB AC PAVEMENT / TIT la II I I I jII LANDSCAPE II I I I ' I I II AC PAVEId RA/SED RA/SED CURB CURB AII RA/SED CURB Y� I < 3 4 3 2 2 I// �� == 2 ♦ � I � � ;I;� 3 I I \ \\ II joATTE CONCRETE ;ass I I TV 7 • � � �1 I � � II II I I \ `\ � II Q RA/SED I I/� EX1311NG ACCESSIBLE �' -- � �� � II W ■ �N CURB 7 ;/ CURB RAMP W TH LANDSCAPE • - EAIS77NG TRUNCATED W I I vv �'�FR �� ♦ i DOMES I I \ O �' ! ♦ I_ ��� ACCESSIBLE STALL I I m w ♦�I �O I I I o QQ > l� ICONCRETE WALK' I I I � i DETAIL 1 — TRASH CAPTURE DEVICE REM -1 Triton Bioflex Drop Inlet Trash Guard Catchbasin filter insert TR 14 (32) - BFTG TR14 (16) - BFTG { TR14 (S) - BFTG Company Contact: STYLE Revel Environmental Manufacturing, Inc., WIDTH Concord, CA PRODUCT Sales contact: Marcel Sloane, (925)-676-4736 Marcel@remfilters.com http://remfilters.com WEIGHT Storage capacity: Depends on each catchbasin's Replacement Parts: Available, Replacement Filters configuration, size of filter, etc. Vendor's maintenance estimate: The filter cleaning process and Bioflex media replacement should Warrant 1 r, or 6 if REM contracts to do y' y take no more than 15 minutes per filter. maintenance Maintained when debris accumulates up to 80% of 96 lb the filter's capacity. Minimum 3 times per year. hinged lid Material: High density polyethylene, 304 stainless steel, Delivery Time: Within three weeks from receipt of order polyester fiber mesh, coir fibers, water-based latex Pricing: See over. Installed: Dublin Comments from reference checks Device effectiveness in capturing trash Good, effective device in capturing trash (no complaints from the public or flooding occurring in the street). Maintenance Maintenance included 3 times a year but at a reasonable price by a contractor. Disposal of filters is an additional maintenance consideration (and an extra service also provided by cleaning contractor Other Good customer service from vendor. Easy installation under the vendor's scheduled time quote. Some modifications were needed for installation based on field conditions. Optional hydrocarbon (oil,grease) removal is also available. 7 DETAIL 2 — WASTE TRIO PETIOSKEY" Product Data Sheet Receptacles And Ash Urn • Formed of 11 -gauge steel. • Receptacles with hinged lid and Ash pan, features a standard freestanding/surface mount base.Thank uyou • Recycling receptacles are available in 5" opening, 3" h x 11 newspaper slot opening, or standard side opening, • Recycling receptacles come with 10"x10" signs. Select standard wording from options available on landscapeforms.com. (Custom wording is available for an upcharge) • Custom fit 30 -gallon polyethylene liner supplied with both litter receptacle styles, Metal Finishes • Metal parts are finished with Landscape Forms' exclusive Panguard II® polyester powdercoat, a hard yet flexible finishing process that resists rusting, chipping, peeling and fading. To Specify • Litter Receptacle and Ash Urn: Select Petoskey receptacle or ash urn. • Select powdercoat color. • For receptacle: select litter or recycling. If recycling is selected, choose opening and signage. Designed by Beckett and Raeder, Inc. and Arno Yurk, AIA, IDSA. Petoskey designs are protected by U.S. Patent Numbers D-319,520, D-385,731 and D-392,821. Like the prized coral fossil stone that shares its names, Petoskey is pleasing to the eye and solid as a rock. The Petoskey Litter and recycling receptacles engineered for active commercial and institutional spaces and has become a favorite for courtyards, city parks, university campuses, open air retail malls, and transportation hubs. Visit our landscapeforms.com for more information. Specifications are subject to change without notice. Landscape Forms supports the Landscape Architecture Foundation at the Second Century level. 02016 Landscape Forms, Inc. Printed in U.S.A. Landscape Forms, Inc.1 800.521.2546 1 F 269.381.3455 1 7800 E. Michigan Ave., Kalamazoo, MI 49048 7 N W �I� 3 I I ♦ Z o Q� 00 V-0 1 I _ O • II I DSC\E ; w Z SIBLE SII W>H ,A 70 II I V OMES LANDSCAPE 5 (n C7 C II m I I I I I I \ I I I II 7 I R, _-1 CONCRETE II EV \ \OM Ev O o 1 ❑ -- I I L _I cX TE CONCRETE • I 0 I 0 10 20 40 60 Scale 1 " = 20 ft A LEGEND ACCESSIBLE PA TH OF TRA VEL 1, KEY NOTES OINSTALL TRASH CAPTURE DEVICE ON ALL ON-SITE < CATCH BASINS. REFER TO DETAIL 1. O INSTALL ACCESSIBLE CURB RAMP (DETAIL 7, SHEET C7.0). O INSTALL TRUNCA TED DOMES (DETAIL 10, SHEET C7.0). O4 INSTALL FLUSH CURB (DETAIL 16, SHEET C7.0). < O5 VAN ACCESSIBLE PARKING STALL (DETAIL 16, SHEET C7.0). O COVERED ACCESSIBLE PARKING (DETAIL 16, SHEET C7.0). O7 ACCESSIBLE WALKWAY. OREPLACE EXISTING CLEANOUT LID WITH CURRENT CITY SM. LID MARKED "SEWER" `--------------------------------------------� ARCHITECT: HAYES GROUP ARCHITECTS, INC. 2657 SPRING STREET REDWOOD CITY, CA 94063 P: 650.365.0600 F: 650.365.0670 www.thehayesgroup.com PROJECT INFO: APPLE INC. DE ANZA 2 10201 N. DE ANZA BLVD. CUPERTINO, CA 95014 CLIENT: 0 CIVIL ENGINEER: W KI ER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard #22 Phone (408) 727-6665 Santa Clara, California 95054 Fax (408) 727-5641 NO. DESCRIPTION: DATE: PERMIT SUBMISSION 01/29/18 1L PERMIT RESUBMISSION 04/12/18 PERMIT RESUBMISSION 05/03/18 /Q�,OF E SS/ON e 5 9F w "7JIm \F OF C A\-�F K&W PROJECT NO: 17210-1 SCALE: AS SHOWN DRAWN BY: SJH REVIEWED BY: HAR APPROVED BY: NM OVERALL SITE PLAN C200 APPLE PROJECT NO. - F.17021 Al STYLE WIDTH HEIGHT PRODUCT WEIGHT litter receptacle, 20.5" n/a 42" 96 lb hinged lid recycling receptacle, w/ 20.5" n/a 42" 96 Ib signage ash urn 12.75" n/a 21.75' 23 lb Visit our landscapeforms.com for more information. Specifications are subject to change without notice. Landscape Forms supports the Landscape Architecture Foundation at the Second Century level. 02016 Landscape Forms, Inc. Printed in U.S.A. Landscape Forms, Inc.1 800.521.2546 1 F 269.381.3455 1 7800 E. Michigan Ave., Kalamazoo, MI 49048 7 N W �I� 3 I I ♦ Z o Q� 00 V-0 1 I _ O • II I DSC\E ; w Z SIBLE SII W>H ,A 70 II I V OMES LANDSCAPE 5 (n C7 C II m I I I I I I \ I I I II 7 I R, _-1 CONCRETE II EV \ \OM Ev O o 1 ❑ -- I I L _I cX TE CONCRETE • I 0 I 0 10 20 40 60 Scale 1 " = 20 ft A LEGEND ACCESSIBLE PA TH OF TRA VEL 1, KEY NOTES OINSTALL TRASH CAPTURE DEVICE ON ALL ON-SITE < CATCH BASINS. REFER TO DETAIL 1. O INSTALL ACCESSIBLE CURB RAMP (DETAIL 7, SHEET C7.0). O INSTALL TRUNCA TED DOMES (DETAIL 10, SHEET C7.0). O4 INSTALL FLUSH CURB (DETAIL 16, SHEET C7.0). < O5 VAN ACCESSIBLE PARKING STALL (DETAIL 16, SHEET C7.0). O COVERED ACCESSIBLE PARKING (DETAIL 16, SHEET C7.0). O7 ACCESSIBLE WALKWAY. OREPLACE EXISTING CLEANOUT LID WITH CURRENT CITY SM. LID MARKED "SEWER" `--------------------------------------------� ARCHITECT: HAYES GROUP ARCHITECTS, INC. 2657 SPRING STREET REDWOOD CITY, CA 94063 P: 650.365.0600 F: 650.365.0670 www.thehayesgroup.com PROJECT INFO: APPLE INC. DE ANZA 2 10201 N. DE ANZA BLVD. CUPERTINO, CA 95014 CLIENT: 0 CIVIL ENGINEER: W KI ER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard #22 Phone (408) 727-6665 Santa Clara, California 95054 Fax (408) 727-5641 NO. DESCRIPTION: DATE: PERMIT SUBMISSION 01/29/18 1L PERMIT RESUBMISSION 04/12/18 PERMIT RESUBMISSION 05/03/18 /Q�,OF E SS/ON e 5 9F w "7JIm \F OF C A\-�F K&W PROJECT NO: 17210-1 SCALE: AS SHOWN DRAWN BY: SJH REVIEWED BY: HAR APPROVED BY: NM OVERALL SITE PLAN C200 APPLE PROJECT NO. - F.17021 Al AREA 1 N z H 1 °=10' o a LU J 5 C O m Q N Q LU 0 ii 0 0 LANDSCAPE 4.55%o 1,;°0 °o I I I -TE ;A M -o 'dH o o. Z �o l CONCRETE WALK LANDSCAPE I I Y� I I I I I I I I I I I I I 30.00' PEDESTRIAN I.E.E. I 501 M 27 & 28 I AREA 2 NORTH III -101 —X — FENCED UTILTY VCLOSURE I 0 N O 1 1 1 1 1 1 1 1 I I I AREA 2 NORTH III -101 —X — FENCED UTILTY VCLOSURE I 0 N O 1 1 1 1 1 1 1 1 AREA 3 NORTH 1"=10' r) DC LU Q J Z) O CO w Q N= Z� a� LU 2 O z ARCHITECT: HAYES GROUP ARCHITECTS, INC. 2657 SPRING STREET REDWOOD CITY, CA 94063 P: 650.365.0600 F: 650.365.0670 www.thehayesgroup.com PROJECT INFO: APPLE INC. DE ANZA 2 10201 N. DE ANZA BLVD. CUPERTINO, CA 95014 CLIENT: 0 CIVIL ENGINEER: W KI ER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard #22 Phone (408) 727-6665 Santa Clara, California 95054 Fax (408) 727-5641 NO. DESCRIPTION: DATE: PERMIT SUBMISSION 01/29/18 PERMIT RESUBMISSION 04/12/18 PERMIT RESUBMISSION 05/03/18 K&W PROJECT NO: 17210-1 SCALE: AS SHOWN DRAWN BY: SJH REVIEWED BY: HAR APPROVED BY: NM GRADING AND DRAINAGE PLAN C300 APPLE PROJECT NO. -F.17026 6 10 /NSTALLo TRUNCATED o o. "��'o ------------------------------ o C4.0 DOMES °°°° °° ���` FENCED ENCLOSURE --------- - ------- 10" SD i o sro REMOVE CONCRETE m c9 2.02X CONNECTION AREA 3 NORTH 1"=10' r) DC LU Q J Z) O CO w Q N= Z� a� LU 2 O z ARCHITECT: HAYES GROUP ARCHITECTS, INC. 2657 SPRING STREET REDWOOD CITY, CA 94063 P: 650.365.0600 F: 650.365.0670 www.thehayesgroup.com PROJECT INFO: APPLE INC. DE ANZA 2 10201 N. DE ANZA BLVD. CUPERTINO, CA 95014 CLIENT: 0 CIVIL ENGINEER: W KI ER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard #22 Phone (408) 727-6665 Santa Clara, California 95054 Fax (408) 727-5641 NO. DESCRIPTION: DATE: PERMIT SUBMISSION 01/29/18 PERMIT RESUBMISSION 04/12/18 PERMIT RESUBMISSION 05/03/18 K&W PROJECT NO: 17210-1 SCALE: AS SHOWN DRAWN BY: SJH REVIEWED BY: HAR APPROVED BY: NM GRADING AND DRAINAGE PLAN C300 APPLE PROJECT NO. -F.17026 ❑ e'I V 1 � � � GRASS ----- --- ------ -- --- ------ / - -- -- 0 ------------------------ 0 0 LAZANEO DRIVE o I o ® =4> o 0 o ------------------------------------------------- _------------------_----------- ------ ----�---��iII�IIIhI�iIIIIIIII �Q�� ��,/�::■�%%%%-%-���I�� �I ----'-----I ------ -------- % ---- LANDSCAPE ANDPE —AR�EL�IIIIII�IIIII�iIII � coNCRETE • — -- D NR,T CONCRETE IGN � - Al=�TLB _-_____ TE SIDEWCONCRETE SIDEW2L 8 CONCRETE _CONCRE-94- IIIIIIIII I / / qI� SIT LANDSCAPE ----- RS ok EEOMR 0, ----------------- --------------------------------------- ` "LB S DIRT -------------- � � (-Q P MEY V 3 LEVEL CONCRETE AcI PARKING STRUCTURE DIRT10201 N. DE ANZA BOULEVARD INSALL INLET PROTECTION EB PA o do ME -w > LANDSCA I+ CD DIRT AS PAVEMENTLU f ElbwoC JJ � TE TE R FETE R NCRET N STAIRWELL_r � � F 0 � I l I I• I i — I i INSTALL STRAW WATTLE c LANDsc •E it _ � -� • � T R mlmj o I I CON REE CONCRETE /WALK z r- Mims '¢ CONCRETE/ i �- w i I �- X/ I i SIGN �� CONIC AC PAVEMEN I LANDS�APE O AC PAVEMENT _ONCTE E IL o DRIVEWY 1 Axl ENCIE =klj I I LANDSAPE LANDscA ��� FIG MI ALVES DRIVE Y O 0 0 L LEGEND m m m m m m m STRAW WA TILE SEDIMENT 0 15 30 60 90 r ---r 1 1 2 DROP INLET 1 1 SEDIMENT FlL TER Scale 1 " = 30 ft -- EROSION & SEDIMENT CONTROL MEASURES 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE EFFECT/VE FOR THE DURA TION OF CONSTRUCTION. 2. AFTER THE UNDERGROUND STORM DRAIN SYSTEM /S INSTALLED, THE CATCH BAS/NS WILL BE INSTALLED (AS SOON AS PRACTICAL) AND ROCK BARRIER BAGS WILL BE PLACED AROUND THOSE CATCH BA SINS AS SHOWN ON THIS PLAN UNTIL THIS St IF IS PAVED. 3. SHOULD THE ON-S/TE STORM DRAINS NOT BE INSTALLED COMPLETELY BY OCTOBER 15, THE CONTRACTOR SHALL CONSTRUCT TEMPORARY SEDIMENT BA SINS AT THE EX/ST/NG STORM PIPES STUBBED TO THE SI TE 4. PERSON RESPONSIBLE FOR IMPLEMENTATION OF EROS/ON AND SED/MENTATION PLAN. NAME. XXXXXXXXXXXXXXXXXX ADDRESS: TELEPHONE: XXXXXXXXXXXXXXXXXy 5. THE CONTRACTOR SHALL PLACE 3"-6" COARSE AGGREGATE AS A GRAVEL ROADWAY (12" MIN. THICK FOR THE FULL WIDTH AND 50 FEET LONG) A T EACH D/W ENTRANCE TO St TE. ANY MUD THAT /S TRACKED ONTO PUBLIC STREETS SHALL BE REMOVED THAT SAME DAY AND AS REQUIRED BY THE CITY OF CUPERTINO. 6. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED AND CHANGES TO THIS EROSION AND SEDIMENT CONTROL PLAN SHALL BE MADE TO MEET FIELD CONDI TIONS ONL Y W/TH THE APPROVAL OF OR A T THE DIRECTION OF THE CITY ENGINEER. 7. ALL PA VED AREAS SHALL BE KEPT CLEAR OF EARTH MA TERIAL AND DEBRIS. THE SI TE SHALL BE MAINTAINED SO AS TO MlN/MIZE SEDIMENT -LADEN RUN-OFF TO ANY STORM DRAINAGE SYSTEM. 8. THIS PLAN COVERS ONLY THE FIRST WINTER FOLLOWING GRADING. PLANS ARE TO BE RESUBMITTED FOR CITY APPROVAL PRIOR TO THE SEPTEMBER FIRST OF EACH SUBSEQUENT YEAR UNTIL THE SITE IMPROVEMENTS ARE ACCEPTED BY THE CITY. 9. ALL EROSION CONTROL FACIL I TIES MUST BE INSPECTED AND REPAIRED A T THE END OF EACH WORKING DAY. 10. SEDIMENT BASINS SHALL BE CLEANED OUT WHENEVER SEDIMENT REACHES THE SEDIMENT CLEANOUT LEVEL INDICA TED ON THE PLANS 11. BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES TO THE SA TISFACT/ON OF THE Cl TY ENG/NEER. 12. ALL CUT AND FILL SLOPES ARE TO BE PROTECTED TO PREVENT OVERBANK FLOW. 13. INLETS WHICH ARE NOT USED IN CONJUNCTION WITH ROCK BARRIER BAGS OR SEDIMENT BASINS SHOULD BE COVERED, OR OTHERWISE ADJUSTED TO PREVENT INFLOW, UNLESS THE AREA DRAINED IS UNDISTURBED OR STABILIZED. 14. THIS PLAN MA Y NOT COVER ALL THE SI TUA TIONS THA T ARISE DURING CONSTRUCTION DUE TO ANTICIPATED FIELD CONDITIONS. VARIATIONS MAY BE MADE TO THE PLAN /N THE FIELD SUBJECT TO THE APPROVAL OF THE ENGINEER. 15. DETAILS FOR THE CONSTRUCTION OF FACILITIES ARE SHOWN ON THESE PLANS.. STRAW ROLLS MUST BE PLACED 3'-4, ADJACENT ROLLS ALONG SLOPE CONTOURS r SHALL TIGHTLY ABUT 3'-12' SPACING DEPENDS ON SEDIMENT, ORGANIC MATTER, SOIL TYPE AND SLOPE AND NATIVE SEEDS ARE STEEPNESS CAPTURED BEHIND THE 4"-6" ROLLS. NOTE: DIAMETER 1. STRAW ROLLS ARE TUBES MADE FROM STRAW BOUND W/BIO-DEGRADABLE 1 "A STAKE 20-30NETTINGFT LONGTHEY RE APPROX. 6" DIA AND LIVE STAKE INSTALL STRAW WATTLE 2. STRAW ROLLS TRAP SEDIMENT AND EACH VERTICAL (SEE DETAIL) REDUCE SHEET AND RILL EROSION BY DISTANCE AT REDUCING SLOPE GRADIENT. INCREASING 12'-0" APART BENCH INFILTRATION RATES AND BY PRODUCING TOE OF A FAVORABLE ENVIRONMENT FOR PLANT SLOPE ESTABLISHMENT. EACH VERTICAL DISTANCE AT STRAW WATTLE 8' APART 9'x25' EACH 3. STRAW ROLLS INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE WATTLE IN A TRENCH Y-5" DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE 1'x1'x2'STAKES 2' ALLOWED TO RUN UNDER OR AROUND AT 4' APART WATTLE. STRAW WATTLE GRAVEL FILTER BAG CONCRETE BLOCK WIRE MESH---. RUNOFF WATER - WITH SEDIMENT SEDIMENT 18" MIN. NOT TO SCALE t OVERFLOW E I CONCRETE BLOCK WIRE MESH GRAVEL FILTER BAG FILTERED WATER D'•' INLET SEDIMENT FILTER NOT TO SCALE ARCHITECT: PROJECT INFO: APPLE INC. DE ANZA 2 HAYES GROUP ARCHITECTS, INC. 2657 SPRING STREET REDWOOD CITY, CA 94063 P: 650.365.0600 F: 650.365.0670 www.thehayesgroup.com 10201 N. DE ANZA BLVD. CUPERTINO, CA 95014 CLIENT: 0 CIVIL ENGINEER: W KI ER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard #22 Phone (408) 727-6665 Santa Clara, California 95054 Fax (408) 727-5641 NO. DESCRIPTION: DATE: PERMIT SUBMISSION 01/29/18 PERMIT RESUBMISSION 04/12/18 PERMIT RESUBMISSION 05/03/18 K&W PROJECT NO: 17210-1 SCALE: AS SHOWN DRAWN BY: SJH REVIEWED BY: HAR APPROVED BY: NM EROSION CONTROL PLAN C4mO APPLE PROJECT NO. -F.17026 M FIG MI ALVES DRIVE Y O 0 0 L LEGEND m m m m m m m STRAW WA TILE SEDIMENT 0 15 30 60 90 r ---r 1 1 2 DROP INLET 1 1 SEDIMENT FlL TER Scale 1 " = 30 ft -- EROSION & SEDIMENT CONTROL MEASURES 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE EFFECT/VE FOR THE DURA TION OF CONSTRUCTION. 2. AFTER THE UNDERGROUND STORM DRAIN SYSTEM /S INSTALLED, THE CATCH BAS/NS WILL BE INSTALLED (AS SOON AS PRACTICAL) AND ROCK BARRIER BAGS WILL BE PLACED AROUND THOSE CATCH BA SINS AS SHOWN ON THIS PLAN UNTIL THIS St IF IS PAVED. 3. SHOULD THE ON-S/TE STORM DRAINS NOT BE INSTALLED COMPLETELY BY OCTOBER 15, THE CONTRACTOR SHALL CONSTRUCT TEMPORARY SEDIMENT BA SINS AT THE EX/ST/NG STORM PIPES STUBBED TO THE SI TE 4. PERSON RESPONSIBLE FOR IMPLEMENTATION OF EROS/ON AND SED/MENTATION PLAN. NAME. XXXXXXXXXXXXXXXXXX ADDRESS: TELEPHONE: XXXXXXXXXXXXXXXXXy 5. THE CONTRACTOR SHALL PLACE 3"-6" COARSE AGGREGATE AS A GRAVEL ROADWAY (12" MIN. THICK FOR THE FULL WIDTH AND 50 FEET LONG) A T EACH D/W ENTRANCE TO St TE. ANY MUD THAT /S TRACKED ONTO PUBLIC STREETS SHALL BE REMOVED THAT SAME DAY AND AS REQUIRED BY THE CITY OF CUPERTINO. 6. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED AND CHANGES TO THIS EROSION AND SEDIMENT CONTROL PLAN SHALL BE MADE TO MEET FIELD CONDI TIONS ONL Y W/TH THE APPROVAL OF OR A T THE DIRECTION OF THE CITY ENGINEER. 7. ALL PA VED AREAS SHALL BE KEPT CLEAR OF EARTH MA TERIAL AND DEBRIS. THE SI TE SHALL BE MAINTAINED SO AS TO MlN/MIZE SEDIMENT -LADEN RUN-OFF TO ANY STORM DRAINAGE SYSTEM. 8. THIS PLAN COVERS ONLY THE FIRST WINTER FOLLOWING GRADING. PLANS ARE TO BE RESUBMITTED FOR CITY APPROVAL PRIOR TO THE SEPTEMBER FIRST OF EACH SUBSEQUENT YEAR UNTIL THE SITE IMPROVEMENTS ARE ACCEPTED BY THE CITY. 9. ALL EROSION CONTROL FACIL I TIES MUST BE INSPECTED AND REPAIRED A T THE END OF EACH WORKING DAY. 10. SEDIMENT BASINS SHALL BE CLEANED OUT WHENEVER SEDIMENT REACHES THE SEDIMENT CLEANOUT LEVEL INDICA TED ON THE PLANS 11. BORROW AREAS AND TEMPORARY STOCKPILES SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES TO THE SA TISFACT/ON OF THE Cl TY ENG/NEER. 12. ALL CUT AND FILL SLOPES ARE TO BE PROTECTED TO PREVENT OVERBANK FLOW. 13. INLETS WHICH ARE NOT USED IN CONJUNCTION WITH ROCK BARRIER BAGS OR SEDIMENT BASINS SHOULD BE COVERED, OR OTHERWISE ADJUSTED TO PREVENT INFLOW, UNLESS THE AREA DRAINED IS UNDISTURBED OR STABILIZED. 14. THIS PLAN MA Y NOT COVER ALL THE SI TUA TIONS THA T ARISE DURING CONSTRUCTION DUE TO ANTICIPATED FIELD CONDITIONS. VARIATIONS MAY BE MADE TO THE PLAN /N THE FIELD SUBJECT TO THE APPROVAL OF THE ENGINEER. 15. DETAILS FOR THE CONSTRUCTION OF FACILITIES ARE SHOWN ON THESE PLANS.. STRAW ROLLS MUST BE PLACED 3'-4, ADJACENT ROLLS ALONG SLOPE CONTOURS r SHALL TIGHTLY ABUT 3'-12' SPACING DEPENDS ON SEDIMENT, ORGANIC MATTER, SOIL TYPE AND SLOPE AND NATIVE SEEDS ARE STEEPNESS CAPTURED BEHIND THE 4"-6" ROLLS. NOTE: DIAMETER 1. STRAW ROLLS ARE TUBES MADE FROM STRAW BOUND W/BIO-DEGRADABLE 1 "A STAKE 20-30NETTINGFT LONGTHEY RE APPROX. 6" DIA AND LIVE STAKE INSTALL STRAW WATTLE 2. STRAW ROLLS TRAP SEDIMENT AND EACH VERTICAL (SEE DETAIL) REDUCE SHEET AND RILL EROSION BY DISTANCE AT REDUCING SLOPE GRADIENT. INCREASING 12'-0" APART BENCH INFILTRATION RATES AND BY PRODUCING TOE OF A FAVORABLE ENVIRONMENT FOR PLANT SLOPE ESTABLISHMENT. EACH VERTICAL DISTANCE AT STRAW WATTLE 8' APART 9'x25' EACH 3. STRAW ROLLS INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE WATTLE IN A TRENCH Y-5" DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE 1'x1'x2'STAKES 2' ALLOWED TO RUN UNDER OR AROUND AT 4' APART WATTLE. STRAW WATTLE GRAVEL FILTER BAG CONCRETE BLOCK WIRE MESH---. RUNOFF WATER - WITH SEDIMENT SEDIMENT 18" MIN. NOT TO SCALE t OVERFLOW E I CONCRETE BLOCK WIRE MESH GRAVEL FILTER BAG FILTERED WATER D'•' INLET SEDIMENT FILTER NOT TO SCALE ARCHITECT: PROJECT INFO: APPLE INC. DE ANZA 2 HAYES GROUP ARCHITECTS, INC. 2657 SPRING STREET REDWOOD CITY, CA 94063 P: 650.365.0600 F: 650.365.0670 www.thehayesgroup.com 10201 N. DE ANZA BLVD. CUPERTINO, CA 95014 CLIENT: 0 CIVIL ENGINEER: W KI ER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard #22 Phone (408) 727-6665 Santa Clara, California 95054 Fax (408) 727-5641 NO. DESCRIPTION: DATE: PERMIT SUBMISSION 01/29/18 PERMIT RESUBMISSION 04/12/18 PERMIT RESUBMISSION 05/03/18 K&W PROJECT NO: 17210-1 SCALE: AS SHOWN DRAWN BY: SJH REVIEWED BY: HAR APPROVED BY: NM EROSION CONTROL PLAN C4mO APPLE PROJECT NO. -F.17026 EQ. SPACING EQ. SPACING 1'-0" 4'-0" MAX. 4'-0" MAX. 2" -WIDE CONTRASTING STRIPE IN " 2 11" COMPLIANCE WITH CBC 11338.4.4 - /2" 4 #4 BAR AT NOSE, CONTINUOUS 34" - 38" FOR FULL WIDTH OF RISER, 2" CLEAR ° TURNED DOWN AT EACH END EXPANSION JOINT, TYP. 27" MAX. SEE NOSING i #4 BAR, CONT. a 12 PCC WALK WITH ENLARGEMENT eTHICKENED EDGETREAD a a a ' ° ° oDoDo zi 1" 2"CLEAR MAX. ����i��i��i��i��i / i • ° a as CONCRETE NOSING DETAIL 5 „ 11" MIN. DOWEL CONNECTION 4 O O O e 4" MIN -7" MAX 3" CLEAR 12" + TREADZI 1. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS. BRACKETS, FASTENERS, BACKING & 4" CL II A.B. !�� • ALL MOUNTING ASPECTS SHALL BE CAPABLE OF SUPPORTING A 250 LB. POINT LOAD. ,// / 2. ALL WELDS, JOINTS, SEAMS, EDGES & CORNERS SHALL BE GROUND SMOOTH. PAINT SPECIFICATIONS TO BE VERIFIED BY CLIENT AND/OR ARCHITECT. #4 ® 18" O.C.E.W. WITH 2'-6" LAP AT BOTH TOP & BOTTOM �j�A�jj� jA�j/A ° a MIN. 3" 12' CLEAR DOWEL CONNECTION 5 _ STAIR WITH HAND RAIL NOT TO SCALE CURB ATTACHMENT A 1-1/2" 0 STAINLESS STEEL PIPE NON -SHRINK GROUT, STEEL TROWEL SMOOTH, TYP. 3/4" CHAMFER, TYP. 1/4" STEEL SLEEVE POUR STONE FILL CAST -IN-PLACE CONCRETE CURB EDGE OF STAIRS OR RAMP, TYP. (3) #4 ® 18" SPACING WELDED TO SLEEVE AS SHOWN, ON EACH SIDE A n OVER AB PLAN) FLUSH CURB NOT TO SCALE COMPACTED SOIL REF. SPECS. 16 OTE: 4" RISER i LACE IN EQUAL SPACING ON TOP & BOTTOM 1 1/2"R AT CORNERS ARKING STALL WITHIN CLEAR VIEW, BUT (TYP.) NOT TO OBSTRUCT PASSAGE FROM PARKING NEW F/C HANDRAIL, SEE ENLARGEMENT DETAIL SIGN WITH VAN PARKING SIGN STALL, OR ANY WALKWAY. - F_ ° a d • G05CT 1/2" 0 STEEL RODS DISTRIBUTED EQUALLY AT AT WALKWAYS CL 1'_a" I 1-1/2" 0 STAINLESS STEEL RAILING 13 2' MIN. 3-1/2" MAX. SPACING SUCH THAT A 4" DIAMETER PLANTING AREA UNOBSTRUCTED ON BLUE BACKGROUND SPHERICAL OBJECT CANNOT PASS THROUGH J a _ J Q AREA (TYP) T� J a J (TYP.) MINIMUM FINE o Z I SIGNAGE WHERE NOTED 2" 1-1/2" 0 STAINLESS STEEL PIPE. FOR RUNS GREATER Q a BLUE STOP °d NEW C/G d EX. C/G -_- THAN 6'-0" PROVIDE VERTICAL POSTS EQUALLY v NEW L/G =a �0 — SPACED O.C. BETWEEN ENDS, OR AT 4'-0" MAX. TYP. 2"x2"x3/16" GALVANIZED Do M I 36"x36" INTERNATIONAL 18' MINco �I M I OO I —1/2" STEEL RODS, TYP. 80„ PAINTED WHITE 24" /\ EQUAL SPACING ON TOP & BOTTOM / CONCRETE WHERE SHOWN 3"� 3" I CURB RAILING ATTACHMENT 14 a . SEE RAILING ATTACHMENT DETAIL 14 GUARDRAIL REQUIRED WHEN ADJACENT a •• . GRADE EXCEEDS 30" IN VERTICAL DROP GUARDRAIL SECTION TV P I (— 0 CURB ATTACHMENT A 1-1/2" 0 STAINLESS STEEL PIPE NON -SHRINK GROUT, STEEL TROWEL SMOOTH, TYP. 3/4" CHAMFER, TYP. 1/4" STEEL SLEEVE POUR STONE FILL CAST -IN-PLACE CONCRETE CURB EDGE OF STAIRS OR RAMP, TYP. (3) #4 ® 18" SPACING WELDED TO SLEEVE AS SHOWN, ON EACH SIDE A n OVER AB PLAN) FLUSH CURB NOT TO SCALE COMPACTED SOIL REF. SPECS. 16 OTE: 4" RISER 6" RISER LACE IN FRONT OF EACH ACCESSIBLE 1 1/2"R AT CORNERS ARKING STALL WITHIN CLEAR VIEW, BUT (TYP.) NOT TO OBSTRUCT PASSAGE FROM PARKING NEW F/C COST SIGN WITH VAN PARKING SIGN STALL, OR ANY WALKWAY. - F_ ° a d • G05CT 18"x12" ACCESSIBILITY AT WALKWAYS CL 1'_a" d° 1-1/2" 0 STAINLESS STEEL RAILING 13 2' MIN. SIGN, WHITE SYMBOL PLANTING AREA UNOBSTRUCTED ON BLUE BACKGROUND 1/2"R WHERE SHOWN I AREA (TYP) T� J a J (TYP.) MINIMUM FINE MINIMUM $250 FINE WHEEL STOP t250.D0 SIGNAGE WHERE NOTED 2" 2„ ACCESSIBLE VAN ACCESSIBLE SIGNAGE WHERE NOTED BLUE STOP °d NEW C/G d EX. C/G -_- WHITE NEW L/G =a �0 — 2"x2"x3/16" GALVANIZED 36"x36" INTERNATIONAL 18' MINco SQUARE STEEL TUBE SYMBOL OF ACCESSIBLILITY OO I N 80„ PAINTED WHITE 24" /\ PLAN VIEW / CONCRETE WHERE SHOWN 3"� 3" I PAINTED STRIPING a . SEE RAILING ATTACHMENT DETAIL 14 PARKING a •• . 12"0 CONCRETE 9" ° CONCRETE FOOTING ° •9 - • A- A4 4 FOOTING _ _ WHEEL GUIDE CURB 12". I a 9'MIN. SEE CONCRETE 9'MIN. 3"T: 12" 12" BOTH SIDES OF STAIRS ENLARGEMENTS 8'MIN. @ VAN 1 4 FOOTING DETAIL NOT TO SCALE 12"0 5'MIN. © \x NOTE: PCC WALK WITH THICKENED EDGE12 FOR FOUNDATION STANDARD SLOPE NOT TO EXCEED 2% IN ANY DIRECTION WITHIN 4A • ° INFORMATION CONCRETE FOOTING ACCESSIBLE PARKING SIGN r_1 � NOT TO SCALE USE 7" LONG, #4 DOWEL. DRILL HOLES, BRUSH, BLOW CLEAN AND SET DOWELS IN EPDXY. EX. FACE OF CURB (F/C) EX. LIP OF GUTTER (L/G) d HANDICAP STALLS AND USE 7" LONG, #4 DOWEL. DRILL d HANDICAP LOADING AREAS. HOLES, BRUSH, BLOW CLEAN EXPANSION JOINT, TYP. • d s d j�3" AND SET DOWELS IN EPDXY. COMPACTED SUBGRADE PER ACCESSIBLE PARKING • ° GEOTECHNICAL REPORT :d • NOT TO SCALE A 1-1/2" 0 STAINLESS STEEL PIPE. FOR RUNS GREATER THAN 6'-0" PROVIDE VERTICAL POSTS EQUALLY SPACED O.C. BETWEEN ENDS, OR AT 4'-0" MAX. TYP. CURB RAILING ATTACHMENT 14 GUARDRAIL REQUIRED WHEN ADJACENT GRADE EXCEEDS 30" IN VERTICAL DROP HANDRAIL SECTION 4" RISER 6" RISER .AILING SECTIONS NON -TRAFFIC 1 3 70 SQ. INCH ACCESSIBILITY NOT TO SCALE BOX NEW F/C COST SIGN WITH VAN PARKING SIGN 6' MIN. CLEAR 70 SQ. INCH ACCESSIBILITY SIGN- - F_ ° a d • G05CT F08C AT WALKWAYS CL 1'_a" d° 1-1/2" 0 STAINLESS STEEL RAILING 13 2' MIN. DATE: A 14° UNOBSTRUCTED BOTH TOP & BOTTOM OF RAMPS I • • a• I AREA (TYP) T� J a J I ° ° 4'� WHEEL STOP WHEEL ° WHITE BLUE TERMINATION BLUE STOP °d NEW C/G d EX. C/G -_- WHITE NEW L/G =a �0 — 36"x36" INTERNATIONAL 18' MINco SYMBOL OF ACCESSIBLILITY OO I N 12" I PLAN VIEW 4" WIDE 3"� 3" I PAINTED STRIPING NO � SEE RAILING ATTACHMENT DETAIL 14 PARKING •• • d . •9 - • A- A4 4 _ _ WHEEL GUIDE CURB 12". I 4" MIN. RETAINING CURB 9'MIN. 9'MIN. 3"T: 12" 12" BOTH SIDES OF STAIRS ENLARGEMENTS 8'MIN. @ VAN 1 4 SECTION B -B NOT TO SCALE 5'MIN. © \x NOTE: PCC WALK WITH THICKENED EDGE12 STANDARD SLOPE NOT TO EXCEED 2% IN ANY DIRECTION WITHIN 4A • ° USE 7" LONG, #4 DOWEL. DRILL HOLES, BRUSH, BLOW CLEAN AND SET DOWELS IN EPDXY. EX. FACE OF CURB (F/C) EX. LIP OF GUTTER (L/G) d HANDICAP STALLS AND USE 7" LONG, #4 DOWEL. DRILL d HANDICAP LOADING AREAS. HOLES, BRUSH, BLOW CLEAN EXPANSION JOINT, TYP. • d s d j�3" AND SET DOWELS IN EPDXY. COMPACTED SUBGRADE PER ACCESSIBLE PARKING • ° GEOTECHNICAL REPORT :d • NOT TO SCALE A 1-1/2" 0 STAINLESS STEEL PIPE. FOR RUNS GREATER THAN 6'-0" PROVIDE VERTICAL POSTS EQUALLY SPACED O.C. BETWEEN ENDS, OR AT 4'-0" MAX. TYP. CURB RAILING ATTACHMENT 14 GUARDRAIL REQUIRED WHEN ADJACENT GRADE EXCEEDS 30" IN VERTICAL DROP HANDRAIL SECTION 4" RISER 6" RISER .AILING SECTIONS NON -TRAFFIC 1 3 NON -TRAFFIC NOT TO SCALE BOX FD8 COST F08 G08T 1-1/2" 0 STAINLESS STEEL PIPE F08C G05CT F08C G05CT CL 1'_a" CL DETAIL TYPICAL RAILING EXTENSION AT DATE: Cit. BY: DATE: BOTH TOP & BOTTOM OF RAMPS I I APPROVED. BY: DATE: 111/25/2017 J a J I ALTERNATE o < TERMINATION z o Q� -_- =a �0 — OO I N I I I Q I I N _ _ WHEEL GUIDE CURB I J I �I HANDRAIL EXTENSION ENLARGEMENTS 1 4 NOT TO SCALE (s) CJPERTINO SANI VARY DISTRICT LID. SEE NOTE 3 5' MAX GRADE I I ----- REMOVABLE THREADED CAP PVC SDR26 I I ' I i _ SET CHRISTY BOX ON TDP OF BRICKS LAID RADIALLY OR 8"x8' OF �p I 3/+• CRUSHED ROCK az VERTICAL ' w Q RISER ' I Q m w 1 o 1/B BEND .� 3/4' CRUSHED ANGULAR ac ROCK. SEE NOTE 6 17 0 N 45' WYE IL PLAIN END MISSION C{.AY 'ARC 0 m PVC SDR26, SHIELDED', FERNco X TYP r "SHEAR RING' COUPLING. TYP. , CUT EXISTING LATERAL AND INSTALL ONE-WAY CLEANOUT ' S` TYP a o ' EXISTING PVC OR VCP i y TO MA IN S_ - -- ----- --- 1. ALL PIPING SHALL BE PVC SDR26. FITTINGS SHALL BE PVC SDR35. 2. ALL CLEANOUT BOXES SHALL BE BE CHRISTY CONCRETE PRODUCTS MANUFACTURED BY OLDCASTLE PRECAST, INC. 3. 4" RISER 6" RISER 4. NON -TRAFFIC TRAFFIC NON -TRAFFIC TRAFFIC BOX FD8 COST F08 G08T LID F08C G05CT F08C G05CT 3. LIDS SHALL BE MARKED "SEWER" 4. STAMP OR GRIND FACE OF CURB WITH "S" WHERE LATERAL PASSES UNDER CURB, IF NOT PRESENT 2.35" 5. 1/8 BEND MAY BE PART OF 45' WYE IF APPROVED BY DISTRICT 0 0 6. BEDDING MATERIAL SHALL FOLLOW CUSD STANDARD SPECIFICATIONS SECTION 3.17 PROPERTY LINE CLEANOUT ON EXISTING LATERAL DETAIL DR. BY: DATE: Cit. BY: DATE: ED 08/3 F4 10/20/2017 APPROVED. BY: DATE: 111/25/2017 6" RAD.TI 3' BLUE BACKGROUND EQUAL TO COLOR NO.15090 IN FEDERAL STANDARD NO.595A 2" WIDE WHITE PAINTED STRIPING TYPICAL ULN ILK LINL Ur „,IGN WITH END OF PARKING STALL PARKING STRIPING TYP. H.C. PARKING SYMBOL NOT TO SCALE 0.90"0 BASE 0.45"0 TOP NOTE: IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING. 2.35" APART 0.20" HIGH PLAN TAPERED EDGES OIL WHERE EXPOSED SECTION NOT TO SCALE STAIRS d dO.C. ° • d a , d a ° ° A • A • : NEW S/W d ° EX. S/W SA TO S/W PLAN VIEW HALF OF EXISTING S/W THICKNESS NEW S/W EX. S/W 2" MIN. NOTE: IF EXISTING SIDEWALK IS LESS THAN 3" THICK, USE 6" MEW S/Wd d EX. S/W DEEP x 12" WIDE P.C.C. KEY 1 6„ WITH DOWEL CONNECTION. a • d 6" . 6" SECTION A -A CONCRETE DOWEL CONNECTIONS NOT TO SCALE EXIST. NEW A.C. REMOVE AND INSTALL NEW PVMT SECTION GRIND 1" NOTCH & SAWCUT LINE EXIST. EDGE MATCH EXIST. PAVING OF PVMT EXISTINGPROPOSED A.C. A.C. PAVING 1" 5' 12" ` PAVING (SEE PLAN) PAVEMENT CONFORM NOT TO SCALE CROSS SLOPE OF LANDING AREA DOES NOT EXCEED 2% ANY DIRECTION GROOVED BORDER MUST BE ON LEVEL SURFACE AT TOP OF RAMP A SEE DETAIL BELOW �0 qk '1°OO,u Nti 0o F0000o 6, 000 0 ,0 00 ti $ / 6 10 3" WIDE GUTTER AT HANDICAP RAMP IN ORDER TO MAINTAIN 2% GUTTER CROSS SLOPE GROOVED BORDER MUST BE ON LEVEL SURFACE AT TOP OF RAMP SEE DETAIL BELOW fY UUYYLL %V IL U.ti EMBED. 16" CROSS SLOPE OF LANDING AREA DOES NOT EXCEED 2% IN ANY DIRECTION s MIN Zqo MPS 2g MqX N APPROX. 3/4" d e d ° 7y 1 /4" GROOVING DETAIL DISABLED ACCESS RAMP NOT TO SCALE NOTE: SCORELINES SHALL BE 10' O.C. U.O.N. WEEP HOLES* TOOLED EDGE 1" 6„ HOLD A.C. PAVING 1/2" R TA UP 1/8" ABOVE GUTTER 1" 6" 12'1"R a A e d A e d d e e d ROCK BASE # 4 BARS SCARIFIED SUBGRADE CONTINUOUS 18" (TOP *"-95% RELATIVE) * WEEPHOLES TO BE PLACED ON ALL CURBS AND CURB & GUTTER WHERE LANDSCAPING SLOPES TOWARD CURB. WEEPHOLES SHALL BE PLACED AT 10' O.C. OR AT EACH SCORELINE OF THE CURB. CONCRETE CURB & GUTTER NOT TO SCALE 1 /2" * P.C.C. CURB (CLASS A) 6" TYP. A.C. PAVING N d W e > d ° N BASE ROCK > ° d LkSCARIFIED AND RECOMPACTED SUBGRADE PER GEOTECHNICAL REPORT * WEEPHOLES TO BE PLACED ON ALL CURBS AND CURB & GUTTER WHERE LANDSCAPING SLOPES TOWARD CURB. WEEPHOLES SHALL BE PLACED AT 10' O.C. OR AT EACH SCORELINE OF THE CURB. 2" CONCRETE CURB CONC. CURB NOT TO SCALE WEEP HOLES - PLACED ® 10' o.c. OR AT EACH SCORLINE OF CURB GLOWLINE PVC 1/2" ABOVE PAVEMENT A4 e d SCARIFIED AND RECOMPACTED SUBGRADE PER GEOTECHNICAL REPORT SECTION 1" PVC PIPE THRU CURB @10' o.c. OR AT EACH SCORELINE OF CURB O A.C. PAVEMENT BASE ROCK ELEVATION WEEP HOLE NOT TO SCALE TYPICAL CONDITION CONCRETE SIDEWALK NOT TO SCALE LANDSCAPE PLANS FOR DR & FINISH SCHEDULE TYP.) PACTED SUBGRADE PER �LvTECHNICAL REPORT ARCHITECT: HAYES GROUP ARCHITECTS, INC. 2657 SPRING STREET REDWOOD CITY, CA 94063 P: 650.365.0600 F: 650.365.0670 www.thehayesgroup.com PROJECT INFO: APPLE INC. DE ANZA 2 10201 N. DE ANZA BLVD. CUPERTINO, CA 95014 CLIENT: CIVIL ENGINEER: W KI ER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard #22 Phone (408) 727-6665 Santa Clara, California 95054 Fax (408) 727-5641 NO. DESCRIPTION: DATE: PERMIT SUBMISSION 01/29/18 ZL PERMIT RESUBMISSION 04/12/18 33 PERMIT RESUBMISSION 05/03/18 F E SS/ON\ 9l F C/V�\, qTF OF C N\-���/ K&W PROJECT NO: 17210-1 SCALE: AS SHOWN DRAWN BY: SJH REVIEWED BY: HAR APPROVED BY: NM DETAILS ■ APPLE PROJECT NO. - F.17026 O O O 2.35" APART 0 0 NOTE: IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING. 2.35" APART 0.20" HIGH PLAN TAPERED EDGES OIL WHERE EXPOSED SECTION NOT TO SCALE STAIRS d dO.C. ° • d a , d a ° ° A • A • : NEW S/W d ° EX. S/W SA TO S/W PLAN VIEW HALF OF EXISTING S/W THICKNESS NEW S/W EX. S/W 2" MIN. NOTE: IF EXISTING SIDEWALK IS LESS THAN 3" THICK, USE 6" MEW S/Wd d EX. S/W DEEP x 12" WIDE P.C.C. KEY 1 6„ WITH DOWEL CONNECTION. a • d 6" . 6" SECTION A -A CONCRETE DOWEL CONNECTIONS NOT TO SCALE EXIST. NEW A.C. REMOVE AND INSTALL NEW PVMT SECTION GRIND 1" NOTCH & SAWCUT LINE EXIST. EDGE MATCH EXIST. PAVING OF PVMT EXISTINGPROPOSED A.C. A.C. PAVING 1" 5' 12" ` PAVING (SEE PLAN) PAVEMENT CONFORM NOT TO SCALE CROSS SLOPE OF LANDING AREA DOES NOT EXCEED 2% ANY DIRECTION GROOVED BORDER MUST BE ON LEVEL SURFACE AT TOP OF RAMP A SEE DETAIL BELOW �0 qk '1°OO,u Nti 0o F0000o 6, 000 0 ,0 00 ti $ / 6 10 3" WIDE GUTTER AT HANDICAP RAMP IN ORDER TO MAINTAIN 2% GUTTER CROSS SLOPE GROOVED BORDER MUST BE ON LEVEL SURFACE AT TOP OF RAMP SEE DETAIL BELOW fY UUYYLL %V IL U.ti EMBED. 16" CROSS SLOPE OF LANDING AREA DOES NOT EXCEED 2% IN ANY DIRECTION s MIN Zqo MPS 2g MqX N APPROX. 3/4" d e d ° 7y 1 /4" GROOVING DETAIL DISABLED ACCESS RAMP NOT TO SCALE NOTE: SCORELINES SHALL BE 10' O.C. U.O.N. WEEP HOLES* TOOLED EDGE 1" 6„ HOLD A.C. PAVING 1/2" R TA UP 1/8" ABOVE GUTTER 1" 6" 12'1"R a A e d A e d d e e d ROCK BASE # 4 BARS SCARIFIED SUBGRADE CONTINUOUS 18" (TOP *"-95% RELATIVE) * WEEPHOLES TO BE PLACED ON ALL CURBS AND CURB & GUTTER WHERE LANDSCAPING SLOPES TOWARD CURB. WEEPHOLES SHALL BE PLACED AT 10' O.C. OR AT EACH SCORELINE OF THE CURB. CONCRETE CURB & GUTTER NOT TO SCALE 1 /2" * P.C.C. CURB (CLASS A) 6" TYP. A.C. PAVING N d W e > d ° N BASE ROCK > ° d LkSCARIFIED AND RECOMPACTED SUBGRADE PER GEOTECHNICAL REPORT * WEEPHOLES TO BE PLACED ON ALL CURBS AND CURB & GUTTER WHERE LANDSCAPING SLOPES TOWARD CURB. WEEPHOLES SHALL BE PLACED AT 10' O.C. OR AT EACH SCORELINE OF THE CURB. 2" CONCRETE CURB CONC. CURB NOT TO SCALE WEEP HOLES - PLACED ® 10' o.c. OR AT EACH SCORLINE OF CURB GLOWLINE PVC 1/2" ABOVE PAVEMENT A4 e d SCARIFIED AND RECOMPACTED SUBGRADE PER GEOTECHNICAL REPORT SECTION 1" PVC PIPE THRU CURB @10' o.c. OR AT EACH SCORELINE OF CURB O A.C. PAVEMENT BASE ROCK ELEVATION WEEP HOLE NOT TO SCALE TYPICAL CONDITION CONCRETE SIDEWALK NOT TO SCALE LANDSCAPE PLANS FOR DR & FINISH SCHEDULE TYP.) PACTED SUBGRADE PER �LvTECHNICAL REPORT ARCHITECT: HAYES GROUP ARCHITECTS, INC. 2657 SPRING STREET REDWOOD CITY, CA 94063 P: 650.365.0600 F: 650.365.0670 www.thehayesgroup.com PROJECT INFO: APPLE INC. DE ANZA 2 10201 N. DE ANZA BLVD. CUPERTINO, CA 95014 CLIENT: CIVIL ENGINEER: W KI ER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. 3350 Scott Boulevard #22 Phone (408) 727-6665 Santa Clara, California 95054 Fax (408) 727-5641 NO. DESCRIPTION: DATE: PERMIT SUBMISSION 01/29/18 ZL PERMIT RESUBMISSION 04/12/18 33 PERMIT RESUBMISSION 05/03/18 F E SS/ON\ 9l F C/V�\, qTF OF C N\-���/ K&W PROJECT NO: 17210-1 SCALE: AS SHOWN DRAWN BY: SJH REVIEWED BY: HAR APPROVED BY: NM DETAILS ■ APPLE PROJECT NO. - F.17026 FAR I E 1 1 E 1 1 E�IFARE��1 I 111:1 Chase Bank Bank of America 9 110 Financial Center 5teverls Creek Blvd Philz Coffee Stevens Creek Blvd f F r...,r r. cn FAR I FAR I 1.1 I I10" 01 11,�1811.1 I 1.11.11.11.11.11.1 I 1.11:11:11:11:1 F3 I I LVA LA LVA ILTA ILTA ILTA 'I VII FA, LVA MA MA 'Ll V FAI VA 4 V 0 g� @ I LV, 02 04 04 04 04 EA, �L 04 04 0 El �IilLl' 04 F� FAR FAR F� F� F11 F� Fi8il 00 04 00 00 �� // // FA 84R // /8'4/ // // // 1111 // II 111 ///1�1"k1111 // // // 10 " // F1 10011 I F�R I F1 I (;t 4.1154 10 1 FAR0 I_1 Y0]mmI19:toto] :7_11 Al DRAWING INDEX, VICINITY MAP, PROJECT INFORMATION, PROJECT CONSULTANTS A2 EXISTING / PROPOSED PARKING AREAS L LVA LVA 'Ll V4 FA, LVA LVA LVA VI El IQ 6�' 00 04 A3 CURRENT VIEWS TO AREA OF WORK A4 COVERED PARKING PLAN A5 COVERED PARKING ELEVATIONS A6 COVERED PARKING PHOTO RENDERING CIVIL SW STRUCTURAL C0.0 CIVIL COVER SHEET C1.0 TOPOGRAPHIC SURVEY C2.0 GRADING AND DRAINAGE PLAN C3.0 Loiol•.q[[1r SITE: Laxaneo Dr CONTACT: ANH VU 408.399.0623 10201 N. DE ANZA 408.862.4397 Apple I}e Anza 2 APN: a ANH_VU@APPLE.COM m a n m Aloft Cupertin6-9- BUILDING CODES: 2016 CALIFORNIA BUILDING CODE 0 Alves Dr Alves Dr 7- ALL APPLICABLE LOCAL, COUNTY, STATE AND REDWOOD CITY, CA 94063 SANTA CLARA, CA, 95054 FEDERAL CODES, LAWS & REGULATIONS Garden ro Marina Food rD0 650.365.0670 FAX CONTACT: NEKTARIOS MATHEOU w COVERED PARKING AREA 2400 SF CONTACT: ANU SUMANTH NMATHEOU@KEIRWRIGHT.COM ASUMANTH@THEHAYESGROUP.COM PROPERTY AREA: 3.317 ACRES 1 CONTRACTOR NOVO CONSTRUCTION EXISTING LOT COVERAGE: 46% [BUILDING AND PARKING GARAGE] fi � p 47.7% [BUILDING AND PARKING GARAGE AND NEW COVERED PARKING] Chase Bank Bank of America 9 110 Financial Center 5teverls Creek Blvd Philz Coffee Stevens Creek Blvd f F r...,r r. cn FAR I FAR I 1.1 I I10" 01 11,�1811.1 I 1.11.11.11.11.11.1 I 1.11:11:11:11:1 F3 I I LVA LA LVA ILTA ILTA ILTA 'I VII FA, LVA MA MA 'Ll V FAI VA 4 V 0 g� @ I LV, 02 04 04 04 04 EA, �L 04 04 0 El �IilLl' 04 F� FAR FAR F� F� F11 F� Fi8il 00 04 00 00 �� // // FA 84R // /8'4/ // // // 1111 // II 111 ///1�1"k1111 // // // 10 " // F1 10011 I F�R I F1 I (;t 4.1154 10 1 FAR0 I_1 Y0]mmI19:toto] :7_11 Al DRAWING INDEX, VICINITY MAP, PROJECT INFORMATION, PROJECT CONSULTANTS A2 EXISTING / PROPOSED PARKING AREAS L LVA LVA 'Ll V4 FA, LVA LVA LVA VI El IQ 6�' 00 04 A3 CURRENT VIEWS TO AREA OF WORK A4 COVERED PARKING PLAN A5 COVERED PARKING ELEVATIONS A6 COVERED PARKING PHOTO RENDERING CIVIL SW STRUCTURAL C0.0 CIVIL COVER SHEET C1.0 TOPOGRAPHIC SURVEY C2.0 GRADING AND DRAINAGE PLAN C3.0 EROSION CONTROL PLAN C4.0 DETAILS TENANT APPLE INC STRUCTURAL SW STRUCTURAL PROJECT DESCRIPTION: ADDITION OF COVERED ACCESSIBLE AND EV PARKING AT THE FRONT OF AN EXISTING 1 INFINITE LOOP 17852 SAN BENITO WAY OFFICE BUILDING IN ORDER TO COMPLY WITH CALIFORNIA BUILING CODE ACCESSIBILITY CUPERTINO, CA 95014 MONTE SERENO, CA 95030 REQUIREMENTS FOR EQUAL ACCOMODATION. CONTACT: ANH VU 408.399.0623 408.862.4397 STEVE WADE APN: 326-34-070 ANH_VU@APPLE.COM SWADE@SWSTRUCTURAL.COM ARCHITECT HAYES GROUP ARCHITECTS CIVIL KEIR & WRIGHT CIVIL ENGINEERS BUILDING CODES: 2016 CALIFORNIA BUILDING CODE 2657 SPRING STREET 3350 SCOTT BLVD. #22 ALL APPLICABLE LOCAL, COUNTY, STATE AND REDWOOD CITY, CA 94063 SANTA CLARA, CA, 95054 FEDERAL CODES, LAWS & REGULATIONS 650.365.0600 PH 408.727.6665 650.365.0670 FAX CONTACT: NEKTARIOS MATHEOU AREA OF WORK: COVERED PARKING AREA 2400 SF CONTACT: ANU SUMANTH NMATHEOU@KEIRWRIGHT.COM ASUMANTH@THEHAYESGROUP.COM PROPERTY AREA: 3.317 ACRES 1 CONTRACTOR NOVO CONSTRUCTION EXISTING LOT COVERAGE: 46% [BUILDING AND PARKING GARAGE] 1460 O'BRIEN DRIVE PROPOSED LOT COVERAGE: 47.7% [BUILDING AND PARKING GARAGE AND NEW COVERED PARKING] MENLO PARK, CA 94025 650.701.1500 CONTACT: KIRK REEVES KREEVES@NOVOCONSTRUCTION.COM N®E®®®®®®®®®® NN N®N®® N®N ENN®®®®®® mm mm ®N®NN N N N ®®NNS®NN®N NO. DESCRIPTION PLANNING SUBMITTAL DATE ®®® 12/18/18 Al PLAN CHECK RESPONSE 1/31/19 '''-------_ - - - - - - _ ---�'-------_ ' l\ ---------- 02M - 0020 NORTH 1 DCS QNZQ oOULE�IaG°3D rJl' — • • 'III ----- k 11 bac Mi ®®®®®®®®®®®®®® EE E®E®® EEEE EEE®®®E E EEE®®®®EE®E --------- — ----------------------z_ PROPOSED X05►� ��.�E;<i,3E''<'�,3.�►: m a NOTE: SEE CIVIL DRAWINGS FOR COMPLETE PARKING INFORMATION NO. DESCRIPTION DATE ®®® PLANNING SUBMITTAL 12/18/18 Al PLAN CHECK RESPONSE 1/31/19 1-7-J " Tm— . ON 14 -POW :7-t -Mr- . t-74 H A Y E S EEMMEZMZ G R 0 U P ZMZ ENZEMEMZEMM A R C H I mm zzm ZE T E C T S zmmm I� 8'-0" 21'-3" 21'-3" i 21'-3" 21'-3" 8'-0" 0 00 1— �000000000000000000, � , o000000000�` �oo��� 00000000000000000000 ,� 000000000000000000 0000000000 "�,�,������,���,��"�,�,����� 00000000000000000000 -- 000000000000000000 00000000000 �,�„�,�,�,,,,,,,,,,,,, 00000000000000000000 � — PLAN SCALE: 1/8” = V-0" NOTE: DESIGN INTENT TO MATCH EXISTING COVERED PARKING STURCTURE ON SITE. N®NMEMMM®N®® ®® ® mm N®®N®N ®® ®®N NNN®®®N E 1414 ®®N ®®®®®®®® MAX. HEIGHT ^' 9'-11" CL_R a@ O FRONT F STALL 8'-2" CLR_@ _ END OF STALL WHEEL STOPS FRONT ELEVATION SCALE: 1/8" = 1'-0" 8'-2" CLR ( END OF S SIDE ELEVATION SCALE: 1/8" = 1'-0" A'-11" CLR @_ DNT OF STALL NOTE: DESIGN INTENT TO MATCH EXISTING COVERED PARKING STURCTURE ON SITE. MORIN SLR PROFILE STRUCT. STANDING SEAM METAL ROOF PANEL, OR SIM. PTD. P1 P1 PTD. STEEL 12 X 12 COLUMN P1 627A Twilight Gray -dryvitl N®N®®®®®®®N®®®® ®®® N®®N®N ®® ®®N NNN®®®® ®®N mm DEMM®N Suhym EQUIPMENT H A Y E S EMMMEM G R 0 U P MMM ENZEMEMEMM A R C H I mm zzm ZE T E C T S ®M®MM