Loading...
approved plans DIR-2018-15.pdf0) E z. v, vi 0 U I I 00 0 (o a ry w CL CD z 0 J D m J_ U c� 0 i ro I rJ 00 0 cfl Q cfl 0 N 11-1 WE LEGEND 0 10 20 40 60 Scale 1 " = 20' ABBREVIATIONS SURVEY NOTES 1. THIS SURVEY WAS PREPARED FROM INFORMATION FURNISHED IN A PRELIMINARY TITLE REPORT, PREPARED BY FIDELITY NA TIONAL TITLE COMPANY, DA TED MARCH 5, 2016, ORDER NO. 00078390 -001 -LAB -DBI. NO LIABILITY IS ASSUMED FOR MATTERS OF RECORD NOT STATED IN SAID PRELIMINARY T/ TLE REPORT THA T MA Y AFFECT THE T/ TLE LINES, OR EXCEPTIONS, OR EASEMENTS OF THE PROPERTY. 2 THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTIL177ES AS SHOWN ON THIS TOPOGRAPHIC SURVEY WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS CAUTIONED THA T ONL Y ACTUAL EXCA VA TION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES (A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL UNKNOWN UNDERGROUND UTIL1 TIES.) HOWEVER, THE ENGINEER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEA TION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THESE DRA WINGS J. BENCHMARK: SANTA CLARA VALLEY WATER DISTRICT BM135, BRASS DISK IS A RESET, LOCATED +/- 14 FEET BEHIND THE NORTHERLY CORNER OF THE SOUTHWESTERLY HEADWALL (STEVENS CREEK BOULEVARD AND CALABAZAS CREEK), ALONG THE WESTERN BRICK EDGE, 4.5 FEET ABOVE THE SIDEWALK PAVEMENT. CITY OF CUPERTINO. ELEVA TION: 192.39' (NA VD88 DA TUM) 4. A.P.N.: 369-05-038 5. FLOOD ZONE NOTE: THE SUBJECT PROPERTY IS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RA TE MAP, COMMUNITY PANEL NUMBER 060339 0209 H, DA TED MA Y 18, 2009, AS BEING LOCATED IN FLOOD ZONE "X" 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 OF PROTECTED LEVEES FROM 19 ANNUAL CHANCE FLOOD. 6. BASIS OF BEARINGS.• THE BEARING OF N 89' 36' 00" E TAKEN ON THE CENTERLINE OF STEVENS CREEK BOULEVARD AS SHOWN ON THA T CERTAIN PARCEL MAP FILED FOR RECORD ON DECEMBER 27, 1911 IN BOOK "N" OF MAPS A T PAGE 74, SANTA CLARA COUNTY RECORDS WAS TAKEN AS THE BASIS OF ALL BEARINGS SHOWN HEREON. 7. ALL DISTANCES AND ELEVATIONS SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF. m PROPERTY LINE AC ASPHALTIC CONCRETE --- ADJACENT PROPERTY LINE AP ACCESSIBLE PARKING BW BACK OF WALK Lu MONUMENT LINE CATV CABLE TELEVISION I_ _I NON -ACCESS CB CATCH BASIN APPROX. FLOOD ZONE BOUNDARY COL COLUMN z a COMM COMMUNICATION - — — — — — - EASEMENT DI DROP INLET BUILDING LINE WITH DOOR E EAST m BUILDING OVERHANG EB ELECTRIC BOX EV ELECTRIC VAULT FOUND MONUMENT AS NOTED EW EDGE OF WALK Lu FOUND IRON PIPE OR AS NOTED FF FINISH FLOOR LIGHT FOB FIBER OPTIC BOX GRN GROUND z STREET LIGHT HC HANDICAP 8 •-`� TRAFFIC SIGNAL ARM / POST INV INVERT ELEVATION EN TRANSFORMER L/S LANDSCAPE U - Z o LIP LIP OF GUTTER OC) Co FIRE HYDRANT (MT) MULTI TRUNK STORM DRAIN MANHOLE N NORTH N v PG&E PACIFIC GAS & ELECTRIC O MANHOLE — 0 urn m Z ° � Lu -0 U PIV POST INDICATOR VALVE o CLEAN OUT PV PAVEMENT <DO GAS METER RIM RIM ELEVATION RWL RAIN WATER LEADER g VALVE S SOUTH ®® CATCH BASIN / DROP INLET SD STORM DRAIN ® WATER METER SLB STREET LIGHT BOX U SS SANITARY SEWER FIRE DEPARTMENT CONNECTION SSCO SANITARY SEWER CLEAN OUT Lu BACK FLOW PREVENTER SSMH SANITARY SEWER MANHOLE POST INDICATOR VALVE TB TELEPHONE BOX m TC TOP OF CURB 8 AUTOMATIC SPRINKLER RISER TD TRENCH DRAIN UTILITY BOX (SIZE VARIES) TSB TRAFFIC SIGNAL BOX L.L Z LLJ SIGN UB UTILITY BOX Lu O I— :D UP UTILITY POLE • BOLLARD W WEST 1� TREE W/ SIZE AND ELEVATION WB WATER BOX 100.0 � Q 1� SPOT ELEVATION X 32.1 AERIAL SPOT ELEVATION O CONTOUR Z_ INDEX CONTOUR F_ CURB ZD u DATE CURB & GUTTER SCALE AS SHOWN _ [ ] CONCRETE WN BY x x x FENCE A00000 T C 1 L EDGE OF PAVEMENT SHEETS 0 SINGLE TREE TREES AND BRUSH ss SANITARY SEWER SD STORM DRAIN w WATER C, GAS F UNDERGROUND ELECTRIC T TELEPHONE FO SURVEY NOTES 1. THIS SURVEY WAS PREPARED FROM INFORMATION FURNISHED IN A PRELIMINARY TITLE REPORT, PREPARED BY FIDELITY NA TIONAL TITLE COMPANY, DA TED MARCH 5, 2016, ORDER NO. 00078390 -001 -LAB -DBI. NO LIABILITY IS ASSUMED FOR MATTERS OF RECORD NOT STATED IN SAID PRELIMINARY T/ TLE REPORT THA T MA Y AFFECT THE T/ TLE LINES, OR EXCEPTIONS, OR EASEMENTS OF THE PROPERTY. 2 THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTIL177ES AS SHOWN ON THIS TOPOGRAPHIC SURVEY WERE OBTAINED FROM SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS CAUTIONED THA T ONL Y ACTUAL EXCA VA TION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCATIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES (A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL UNKNOWN UNDERGROUND UTIL1 TIES.) HOWEVER, THE ENGINEER CAN ASSUME NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF ITS DELINEA TION OF SUCH UNDERGROUND UTILITIES WHICH MAY BE ENCOUNTERED, BUT WHICH ARE NOT SHOWN ON THESE DRA WINGS J. BENCHMARK: SANTA CLARA VALLEY WATER DISTRICT BM135, BRASS DISK IS A RESET, LOCATED +/- 14 FEET BEHIND THE NORTHERLY CORNER OF THE SOUTHWESTERLY HEADWALL (STEVENS CREEK BOULEVARD AND CALABAZAS CREEK), ALONG THE WESTERN BRICK EDGE, 4.5 FEET ABOVE THE SIDEWALK PAVEMENT. CITY OF CUPERTINO. ELEVA TION: 192.39' (NA VD88 DA TUM) 4. A.P.N.: 369-05-038 5. FLOOD ZONE NOTE: THE SUBJECT PROPERTY IS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RA TE MAP, COMMUNITY PANEL NUMBER 060339 0209 H, DA TED MA Y 18, 2009, AS BEING LOCATED IN FLOOD ZONE "X" 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 OF PROTECTED LEVEES FROM 19 ANNUAL CHANCE FLOOD. 6. BASIS OF BEARINGS.• THE BEARING OF N 89' 36' 00" E TAKEN ON THE CENTERLINE OF STEVENS CREEK BOULEVARD AS SHOWN ON THA T CERTAIN PARCEL MAP FILED FOR RECORD ON DECEMBER 27, 1911 IN BOOK "N" OF MAPS A T PAGE 74, SANTA CLARA COUNTY RECORDS WAS TAKEN AS THE BASIS OF ALL BEARINGS SHOWN HEREON. 7. ALL DISTANCES AND ELEVATIONS SHOWN HEREON ARE IN FEET AND DECIMALS THEREOF. m z O Lu z a a a a a m z 0 Lu z a a a a a U - Z o — o N V � G OC) Co w >0 0 N 0 N v = to D V C:� W -a Lu Z v o o — 0 urn m Z ° � Lu -0 U o� �ZUr°> a_ Z O LL J Q u L/) L1J U � > Q oC Lu w Lf) / J Lu Q m U w w — Lu J = LL U CLL) Q o L1J < Ln L.L Z LLJ Z V > Z Lu O I— :D 0. un 0 O 0 un O L1J � Q U O Z_ F_ w CL ZD u DATE JUNE 2018 SCALE AS SHOWN VEYOR 000 WN BY 000 NO. A00000 T C 1 L SHEETS C- E n O r(i O i U) N I 0 U I I r7 00 O Q w n 0 Z_ J m J_ U c� 0 I r7 00 O Qo Q 0 N IS SSMH-RIM 203.04 /- w --- o E ss INV 194.61 8" (OUT-F)- OUT-E)`0 z O ss `0- ' .T- I I I I I I -G 'fit SSMH-RIM 203.04 /- w INV 194.61 8" (IN -W) ss INV 194.61 8" (OUT-F)- OUT-E)`0 z O ss `0- ' I I I I I I t TI 'fit of of APPROXIMATE TIE IN POINT Lri DOES NOT TIE TO SDMH zo SDMH-RIM 202.82 _ a INV 194.90 48 (IN -W) a _ INV 194.84 48 (OUT -E I OI -G ih I m �I z O -"L- - 10" I E I 202.7 I TB w -ss 10" w s - ss- ss w -w- z O FOMH _- E -- N -- -E - w - ® w T T INV 199.15 12" (IN -N) G INV 198.80 12" (OUT -S) G w ss 8" ss N 0 B ~ DI -RIM 202.75 0 0 INV 195.95 12" (THRU) SDMH-RIM 202.19 INV 195.14 12" (IN -N) INV 194.89 15" (IN -S) INV 194.35 48" (IN -W) INV 194.33 48" (OUT -E) G 48"SD vv E 0 C E ®w T G - w w ss z O ss E �ATV l (1)6" SPARE DUCT N'89°36`00" E 224.96'' - E 8'X ssC 203 sSCo oss 0 0 3.4 (J699 R 13 20 4.2 28 � ' 20 I 27.07' � x x x x x --- ---� x x XX DI -RIM 203.29 / x NV 200.29 6" (IN -W) 22" x NV 199.59 8" (OUTN)203.9 / 8"SD 5 x 2.o 18.0 1 / / -6 x 20 203.7 x x CD 2 a; 26' x 204.0 �I 24' / 203. / III% 24' T��// I RWj Rav j REMOVE ADA STRIP/NG / / AND PARK/NG SYMBOL / 0 ° 7 8„ I j oz1 202.6 / (TYP) �I / • �, 4 202.9 207, G 1 z" ss ss E TB � N 89°3600'��46, EV EV 12 $ 02. ,1-1507 24' 2 PG&E ESMT. 20 (J338 OR 439) PAC BELL i (J469 OR 890) 2.4 2' II 20 . o� 4 4 = I --- -T- 18.0' ty. o 0 RwL[% / ° A3 12" u 0" I o/ / 2 2.7 201 8 10.00' P.U.E. 12 DI -RIM 2 0.69 (8140 OR 7 / 202. NV 197.7 1 10" (IN -S) INV 197.7 4" (IN -NW) �o 0 INV 197.7 2" iQi N) IN 1 N a01 / o N 10 203. 2.41 N LLJ 1 O 2 2. O 12" / CD CD 202.61 j 20 1 p I 1 1 10" I j 2o2.7 RWL jRwR N Rw� j I O 8.0' 8.2 1 202.8I 1 (TYP) 16.0' �' ¢ ///////// /f/, /�//// j o I 2p2' j V �I iii j 200---- 201 00---201 O 1 / 1 1 �kax x x kx'xy- 5 REMOVE ADA STRIPING I s" AND PARKING SYMBOL Typ \�2 10 I _ *- xj+ ------ N x N �� *+ v 20 x X +1 RELOCATE X x x, + 13 x „ % ++ 8"SD cE' LAMP OST t V DI -RIM 201.48 x X } x NV 198.05 8 SW) x +p++ j + -,+ x O INV 198.01 10 U IT-NW� 1>16.0' x 24,ii1' o o 0 0 0 x o o I 8 1 + 0 0 00 0 o x o 0 o -x X X++ 7�: 14 X 2 �+ 9 �' � + � I ��27 x8.5' (TYP.) ol 24.0'-18.0' (TYP) 10 (TYP) 10I i 1 1 RELOCATE xx xxxxxxxxxxx 1 1 LAMP POSTxC (rYP) yxxxxx +x +xxxx, x IL x 10 x x N L x x * *� X '* X x 1 Lxx xxx xxxxx)xxx x xxxxxxxxxx xxx* xxxxxx xxxxx xxxx xx xxxx xxxxx xx�i x x x x x C x x x x x x xxxx x x x x x C x x x x x x xxxx O 1 7 4" 3" 2" MT 4.8 O 20 2 4.5 (��4 4.1 89036' n 18t 994 qR, S RA°.m,'nn,, w '19I-92' 2 REMOVE ADA STRIP/NG AND PARK/NG SYMBOL (TYP) 0 10 20 40 60 am Scale 1 " = 20' LEGEND PROPOSED EX/STING n �- too�� 100.00 T G no XXX m ■ AD BW BLDG BL CB CO TG C DR DS DIP ESMT EW FB FC FW FF FL GB HP /E LP LT OF PV RK RE RD SDJB SDMH SK TB TC TW T IF BUILDING LINE FLUSH CONCRETE CURB CONCRETE CURB CONCRETE CURB CUT CONCRETE CURB & GUTTER CONTOUR LINE DRI VEWA Y EDGE OF PAVEMENT FENCE LINE LOT LINE MONUMENT/MONUMENT LINE PERFORA TED STORM DRAIN PIPE PROPERTY LINE RA/NWA TER LEADER SIDEWALK STORM DRAIN -MANHOLE & CATCH BASIN THRU CURB DRAIN SPOT ELEVATION TRAFFIC SIGN TREE EXISTING TREE TO BE REMOVED EXISTING TREE TO BE PROTECTED /N PLACE/MOVED TREE NUMBER PER ARBORIST REPORT UTILITY BOX AREA DRAIN BACK OF WALK BUILDING BUILDING LINE CATCH BASIN CLEANOUT TO GRADE CONCRETE DOOR DOWN SPOUT DUCTILE IRON PIPE EASEMENT EDGE OF WALK FACE OF BERM FACE OF CURB FACE OF WALL FINISHED FLOOR FLOW LINE GRADE BREAK HIGH POINT INVERT ELEVATION LOW POINT LIGHT OVERFLOW PA VEMENT RA/NWA TER LEADER RIDGE RIM ELEVA TION ROOF DRAIN STORM DRAIN JUNCTION BOX STORM DRAIN MANHOLE SWALE TOP OF BERM TOP OF CURB TOP OF WALL TRANSFORMER TRASH ENCLOSURE CONCRETE SIDEWALK: X" PCC OVER X" CLASS II AB LANDSCAPE, PER LANDSCAPE PLANS ACCESSIBLE PA TH OF TRA VEL KEY NOTES Ol INSTALL ACCESSIBLE CURB RAMP, PER DETAIL J, SHEET C5. O2 INSTALL TRUNCATED DOMES, PER DETAIL 4, SHEET C5 0). O3 INSTALL FLUSH CURB, DETAIL 4, SHEET C5. O4 INSTALL WHEEL STOPS, PER DETAIL 9, SHEET C5. O5 ACCESSIBLE PARKING, PER DETAILS 5 & 6, SHEET C5. O6 ACCESSIBLE WALKWAY. O7 INSTALL LANDSCAPE, PER LANDSCAPE PLANS. O8 CONSTRUCT STORM DRAIN, PER DETAIL 8, SHEET C5. O9 INSTALL DROP INLET PER DETAIL 9, SHEET C5. 10 AC CONFORM, PER DETAIL 10, SHEET C5. 11 REMOVE MIN. 4" EXISTING AC & NA T/ VE MA TER/AL. REPLACE WITH 4" NEW AC, PER DETAIL XX, SHEET C5. GRADE AS SHOWN ON GRADING & DRAINAGE PLAN. PROGRESS SET m z O w m zo a a a a a m z O v� w a a a a a U 0000 zr"!`�' 00 m 00 I LI) V) 'T oC r I I 'T r OLr, N O� L, N 61 W a) > Z: sw x ro ZD a V CaL-r) _0 V) (15 oc 0 u, ',1- W Wo z .� E c: o o 06 V u z .22 V ��// LL W W o J U.J ai ` v 0 o �Uo_"� NOJ a O LLJ U Q U J Q z W Q J > J ZD O J m m W W W W W c LL 0 cC 0U ULL J J Lr) L) Q z W z W L1J W W V) c/1 0 0 0 0 0 V 00) r O F- W ZD U DATE JUNE 2018 SCALE AS SHOWN DESIGNER ST DRAFTER MG JOB NO. A00000 SHEET C2 OF SHEETS 0) E n 0 U) N I 0 U I I 00 0 0 Q w n 0 z 0 J m / J_ U c� 0 I r7 00 0 Qo Q 0 N 202.2>�z x x x + x 2022 x k X x x r �. k" �l S 89036'00" W I GRADING NOTES 1. TOP OF CURB ELEVA TION /S 0.5' ABO VE THE A. C. PA V/NG AND SPO T ELEVA TIONS ARE TO FIN/SHED SURFACE (UNLESS OTHERWISE NOTED). 2. COMPACTION TO BE DETERMINED USING ASTM D1557, LATEST EDITION LABORATORY TEST PROCEDURE. J. STORM DRAIN DESIGNATED AS "SD" SHALL BE CLASS 111 RCP, SDR 35 PVC OR HDPE AS STATED 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. SUBST/TUT/DNS FOR ANY PIPE WITH A PART/CULAR MATER/AL SPECIFIED ON THIS PLAN SHALL ONLY BE MADE W/TH THE WRITTEN APPROVAL OF THE ENGINEER. 4. STORM DRAIN PIPE SHALL BE: 10" DIAMETER AND SMALLER SDR 35 PVC OR HDPE WITH RUBBER GASKETS MEET/NG ASTM F477. 12" DIAMETER TO BE SDR 35 PVC, CLASS 111 RCP OR BLUE SEAL HDPE AS MANUFACTURED BY HANCOR WITH WATER TIGHT JOINTS MEETING ASTM F477 AND ASTM D3212. 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 111 RCP UNLESS OTHERWISE NOTED. NO MATER/AL SUBSTITUTION SHALL BE ALLOWED FOR DUCTILE IRON PIPE (DIP). 5. THE ONSITE UTILITIES, WITH THE EXCEPTION OF EXISTING STORM DRAIN, ARE NOT SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE THE EX/ST/NG UTILITIES PR/OR TO START OF WORK. THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THESES IMPROVEMENT PLANS WERE OBTAINED FROM SOURCES OF VARY/NG REL/AB/L/TY. THE CONTRACTOR /S CAUTIONED THA T ONL Y ACTUAL EXCA VA TION WILL REVEAL THE TYPES, EXTENT, SIZES, LOCA TIONS AND DEPTHS OF SUCH UNDERGROUND UTILITIES A REASONABLE EFFORT HAS BEEN MADE TO LOCATE AND DELINEATE ALL KNOWN UNDERGROUND UT/L/TIES. HOWEVER, THE ENG/NEER CAN NOT ASSUME RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THEIR DEL/NEA TION OF SUCH UNDERGROUND UTILITIES WH/CH MA Y BE ENCOUNTERED, BUT ARE NOT SHOWN ON THESE DRAW/NGS. 6. CONTRACTOR SHALL UNCOVER AND EXPOSE ALL EXIST/NG UTILITY AND SEWER LINES WHERE THEY ARE TO BE CROSSED, ABOVE OR BELOW, BY THE NEW FACILITY BE/NG CONSTRUCTED /N ORDER TO VER/FY 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 FA/LS TO FOLLOW THIS PROCEDURE, HE WILL BE SOLELY RESPONSIBLE FOR ANY EXTRA WORK OR MA TER/AL REQUIRED /F MOD/FICA TIONS TO THE DES/GN ARE NECESSARY. 7. THE CONTRACTOR SHALL SET HIS STRING OR W/RE THROUGH A T LEAST THREE GRADE STAKES TO VER/FY GRADE. IF THE STAKES DO NOT PRODUCE A UN/FORM GRADE, NOT/FY THE ENG/NEER IMMEDIATELY AND HAVE THE GRADES CHECKED PRIOR THE TRENCH/NG OR PLACEMENT OF CONCRETE. 8. ADJUSTMENTS TO BUIL DING PAD ELEVAT/ONS OR PARK/NG LOT GRADES TO ACH/EVE EARTHWORK BALANCE SHALL BE MADE ONL Y W/TH APPROVAL OF THE ENG/NEER. 9. ALL WORK, ON-SITE AND /N THE PUBLIC RIGHT-OF-WAY, SHALL CONFORM TO THE CITY OF CUPERT/NO STANDARDS AND REQUIREMENTS 0 10 20 40 60 Scale 1 " = 20' PROPOSED /- 100�� PERF. P/PE---O- RWL SD 100.00 -w- AD AD BW BLDG BL CB CO TG C DR DS DIP ESMT EW FB FC FW FF FL GB HP /E LP LT OF PV RK R RE RD SDJB SDMH SK TB TC TW T IF LEGEND EX/STING +100.00 -u- O CD D ASPHAL T BERM BLOCK/RETAIN/NG WALL BUILDING LINE FLUSH CONCRETE CURB CONCRETE CURB CONCRETE CURB CUT CONCRETE CURB & GUTTER CONTOUR LINE DRI VEWA Y EDGE OF PAVEMENT FENCE LINE LOT LINE MONUMENT/MONUMENT LINE PERFORA TED STORM DRAIN PIPE PROPERTY LINE RA/NWA TER LEADER SIDEWALK STORM DRAIN -MANHOLE & CATCH BASIN THRU CURB DRAIN SPOT ELEVATION TRAFFIC SIGN TREE UTILITY BOX AREA DRAIN BACK OF WALK BUILDING BUILDING LINE CA TCH BASIN CLEANOUT TO GRADE CONCRETE DOOR DOWN SPOUT DUCTILE IRON PIPE EASEMENT EDGE OF WALK FACE OF BERM FACE OF CURB FACE OF WALL FINISHED FLOOR FLOW LINE GRADE BREAK HIGH POINT INVERT ELEVATION LOW POINT LIGHT OVERFLOW PA VEMENT RA/NWA TER LEADER RIDGE RIM ELEVA TION ROOF DRAIN STORM DRAIN JUNCTION BOX STORM DRAIN MANHOLE SWALE TOP OF BERM TOP OF CURB TOP OF WALL TRANSFORMER TRASH ENCLOSURE CONCRETE SIDEWALK: X" PCC OVER X" CLASS II AB BIO-F/L TRA TION SWALE PLANTER PROGRESS SET m z O w m z a a a a a m z O w m U0 m Z r, 00 00 LI) V) 'T N I 'T N 0 r N Ol N 61 uJ v > c: r�C o - x rz LL _s_ ZD a ZD Voc�m °a _0 V) � "' 'T w c.L o z F=W c: o o v 06 Vu Z v F u ��// LL LL, W - J uo ai � v o 2 5; 0 �UoO_">� > N J a z 0 LL J a u Z o U Q � J J ; w ■ Lu J > V ZD a O m m Z �z w — a w w � DC LL ovoLL U 0 cn c/) ca w w V w w Z — V) cn C) 0 a 000) o 0 F_ W CL ZD U DATE JUNE 2018 SCALE AS SHOWN DESIGNER ST DRAFTER MG JOB NO. A00000 SHEET C3 OF SHEETS C q) a E 7 Qo Lo 0 0_ I N zM] 0 - - - FO FO I I I I 1 I 1IT I I I I APPROXIMATE TIE IN POINT DOES NOT TIE TO SDMH SDMH-RIM 202.82 INV 194.90 48" (IN -W) NV 194.84 48" (OUT -E) I 48"E>I Q 48"SD I I • nn Lo • 0 0 . DI -RIM 203.29 6" SD® INV 200.29 6" (IN -W) NV 199.59 8" (OUT -N) 1L 1 pi NV 199.15 12" (IN -N) INV 198.80 12° (OUT -S) DI -RIM 202.75 INV 195.95 12" (THRU SDMH-RIM 202.19 NV 195.14 12" (IN -N) NV 194.89 15" (IN -S) INV 194.35 48" (IN -W) INV 194.33 48" (OUT -E) --- - -- 215'-( - - -- \V L•' 0 -- -- -- -- -- -- -- - I • � 8"SD u j RwR�% RWM /• O7 • j 0 RWL� j • •/• I� CO j RwL / • • / I, o �i • WB • ('T Yjp 00 z 0 NV 199.15 12" (IN -N) INV 198.80 12° (OUT -S) DI -RIM 202.75 INV 195.95 12" (THRU SDMH-RIM 202.19 NV 195.14 12" (IN -N) NV 194.89 15" (IN -S) INV 194.35 48" (IN -W) INV 194.33 48" (OUT -E) --- - -- 215'-( - - -- \V L•' 0 -- -- -- -- -- -- -- - I • � 8"SD u j RwR�% RWM /• O7 • j 0 RWL� j • •/• I� CO j RwL / • • / I, o �i • I� rn (TYP DI -RIM 200.28 DROP INLET 3 INV 197.53 8' (INW)INV 197.481 " SEDIMENT FR TER - NV 197.43 12" 0 N) I"'I WRIM 200.69 NV 197.74 10" (IN - INV 197.74 4" (IN - INV 197.77 !�" (91� 0 i AL (Tr DROP /NLEr 3 SED/MENT F/L TER - rDI-RIM 201.48 • L 9'NV 198.05 8" N -SW) (TY s DROP INLET 3 qFn/AAFA/ T F11 TFR _ GRAVEL FILTER BAG CONCRETE BLOCK WIRE MESH --, RUNOFF WATER WITH SEDIMENT CONCRETE BLOCK WIRE MESH DROP INLET SEDIMENT FILTER NOT TO SCALE 4"-6" 811-1011 DIAMETER 4 1 "x1" STAKE LIVE STAKE EACH VERTICAL INSTALL STRAW WATTLE DISTANCE AT (SEE DETAIL) 12'-0" APART BENCH TOE OF SLOPE EACH VERTICAL DISTANCE AT STRAW WATTLE 8' APART 9'x25' EACH 1'x1'x2'STAKES 2' AT 4' APART STRAW WATTLE STRAW ROLLS MUST BE PLACED 3�►-► ALONG SLOPE CONTOURS SPACING DEPENDS ON SOIL TYPE AND SLOPE STEEPNESS NOT TO SCALE GRAVEL FILTER BAG ADJACENT ROLLS SHALL TIGHTLY ABUT 3'-12' A` T17t SEDIMENT, ORGANIC MATTER, AND NATIVE SEEDS ARE CAPTURED BEHIND THE ROLLS. NOTE: 1. STRAW ROLLS ARE TUBES MADE FROM STRAW BOUND W/1310 -DEGRADABLE NETTING THEY ARE APPROX. 6" DIA AND 20-30 FT LONG. 2. STRAW ROLLS TRAP SEDIMENT AND REDUCE SHEET AND RILL EROSION BY REDUCING SLOPE GRADIENT. INCREASING INFILTRATION RATES AND BY PRODUCING A FAVORABLE ENVIRONMENT FOR PLANT ESTABLISHMENT. 3. STRAW ROLLS INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE WATTLE IN A TRENCH 3"-5" DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND WATTLE. 0 10 20 40 60 Scale 1 " = 20' LEGEND r m DROP INLET L J - SEDIMENT FIL TER 2 STRAW WA TILE SEDIMENT TRAPIFIL TER EROSION & SEDIMENT CONTROL MEASURES 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE EFFECTIVE FOR THE DURATION OF CONSTRUCTION. 2. AFTER THE UNDERGROUND STORM DRAIN SYSTEM IS INSTALLED, THE CATCH BASINS WILL BE INSTALLED (AS SOON AS PRACTICAL) AND ROCK BARRIER BAGS WILL BE PLACED AROUND THOSE CATCH BASINS AS SHOWN ON THIS PLAN UNTIL THIS SITE IS PAVED. J. SHOULD THE ON-SITE STORM DRAINS NOT BE INSTALLED COMPLETELY BY OCTOBER 15, THE CONTRACTOR SHALL CONSTRUCT TEMPORARY SEDIMENT BASINS AT THE EXISTING STORM PIPES STUBBED TO THE S/ TE. 4. PERSON RESPONSIBLE FOR IMPLEMENTATION OF EROSION AND SEDIMENTA77ON PLAN. NAME: xxxxxxxxxxxxxxxxxx ADDRESS. YXXXXXXXXXXXXXXXXX TELEPHONE.- =XXXXXXXXXXXXXXX 5. THE CONTRACTOR SHALL PLACE 3"-6" COARSE AGGREGA TE AS A GRAVEL ROADWAY (12" MIN. THICK FOR THE FULL WIDTH AND 50 FEET LONG) AT EACH D/W ENTRANCE TO SITE. ANY MUD THAT IS 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 WI 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 MINIMIZE 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 FACILITIES MUST BE INSPECTED AND REPAIRED AT 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 SATISFACTION OF THE CITY ENGINEER. 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 MAY NOT COVER ALL THE SI TUA TIONS THAT ARISE DURING CONSTRUCTION DUE TO ANTICIPATED FIELD CONDITIONS. VARIATIONS MAY BE MADE TO THE PLAN IN THE FIELD SUBJECT TO THE APPROVAL OF THE ENGINEER. 15. DETAILS FOR THE CONSTRUCTION OF FACILITIES ARE SHOWN ON THESE PLANS.. PROGRESS SET m ('T Yjp z 0 I� rn (TYP DI -RIM 200.28 DROP INLET 3 INV 197.53 8' (INW)INV 197.481 " SEDIMENT FR TER - NV 197.43 12" 0 N) I"'I WRIM 200.69 NV 197.74 10" (IN - INV 197.74 4" (IN - INV 197.77 !�" (91� 0 i AL (Tr DROP /NLEr 3 SED/MENT F/L TER - rDI-RIM 201.48 • L 9'NV 198.05 8" N -SW) (TY s DROP INLET 3 qFn/AAFA/ T F11 TFR _ GRAVEL FILTER BAG CONCRETE BLOCK WIRE MESH --, RUNOFF WATER WITH SEDIMENT CONCRETE BLOCK WIRE MESH DROP INLET SEDIMENT FILTER NOT TO SCALE 4"-6" 811-1011 DIAMETER 4 1 "x1" STAKE LIVE STAKE EACH VERTICAL INSTALL STRAW WATTLE DISTANCE AT (SEE DETAIL) 12'-0" APART BENCH TOE OF SLOPE EACH VERTICAL DISTANCE AT STRAW WATTLE 8' APART 9'x25' EACH 1'x1'x2'STAKES 2' AT 4' APART STRAW WATTLE STRAW ROLLS MUST BE PLACED 3�►-► ALONG SLOPE CONTOURS SPACING DEPENDS ON SOIL TYPE AND SLOPE STEEPNESS NOT TO SCALE GRAVEL FILTER BAG ADJACENT ROLLS SHALL TIGHTLY ABUT 3'-12' A` T17t SEDIMENT, ORGANIC MATTER, AND NATIVE SEEDS ARE CAPTURED BEHIND THE ROLLS. NOTE: 1. STRAW ROLLS ARE TUBES MADE FROM STRAW BOUND W/1310 -DEGRADABLE NETTING THEY ARE APPROX. 6" DIA AND 20-30 FT LONG. 2. STRAW ROLLS TRAP SEDIMENT AND REDUCE SHEET AND RILL EROSION BY REDUCING SLOPE GRADIENT. INCREASING INFILTRATION RATES AND BY PRODUCING A FAVORABLE ENVIRONMENT FOR PLANT ESTABLISHMENT. 3. STRAW ROLLS INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE WATTLE IN A TRENCH 3"-5" DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND WATTLE. 0 10 20 40 60 Scale 1 " = 20' LEGEND r m DROP INLET L J - SEDIMENT FIL TER 2 STRAW WA TILE SEDIMENT TRAPIFIL TER EROSION & SEDIMENT CONTROL MEASURES 1. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE EFFECTIVE FOR THE DURATION OF CONSTRUCTION. 2. AFTER THE UNDERGROUND STORM DRAIN SYSTEM IS INSTALLED, THE CATCH BASINS WILL BE INSTALLED (AS SOON AS PRACTICAL) AND ROCK BARRIER BAGS WILL BE PLACED AROUND THOSE CATCH BASINS AS SHOWN ON THIS PLAN UNTIL THIS SITE IS PAVED. J. SHOULD THE ON-SITE STORM DRAINS NOT BE INSTALLED COMPLETELY BY OCTOBER 15, THE CONTRACTOR SHALL CONSTRUCT TEMPORARY SEDIMENT BASINS AT THE EXISTING STORM PIPES STUBBED TO THE S/ TE. 4. PERSON RESPONSIBLE FOR IMPLEMENTATION OF EROSION AND SEDIMENTA77ON PLAN. NAME: xxxxxxxxxxxxxxxxxx ADDRESS. YXXXXXXXXXXXXXXXXX TELEPHONE.- =XXXXXXXXXXXXXXX 5. THE CONTRACTOR SHALL PLACE 3"-6" COARSE AGGREGA TE AS A GRAVEL ROADWAY (12" MIN. THICK FOR THE FULL WIDTH AND 50 FEET LONG) AT EACH D/W ENTRANCE TO SITE. ANY MUD THAT IS 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 WI 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 MINIMIZE 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 FACILITIES MUST BE INSPECTED AND REPAIRED AT 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 SATISFACTION OF THE CITY ENGINEER. 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 MAY NOT COVER ALL THE SI TUA TIONS THAT ARISE DURING CONSTRUCTION DUE TO ANTICIPATED FIELD CONDITIONS. VARIATIONS MAY BE MADE TO THE PLAN IN THE FIELD SUBJECT TO THE APPROVAL OF THE ENGINEER. 15. DETAILS FOR THE CONSTRUCTION OF FACILITIES ARE SHOWN ON THESE PLANS.. PROGRESS SET m z 0 Lu Lu O a a a a a m z 0 w m 0 U0000 z�r*' 0000 m V) oC I O`^L) N rn N rn W v > 0 sw x rz ZD a _ V °a _0 cn (15 oc 0 �, Lr) ',1- w W 0 z .� E C o 0 0 Vu z .22 F V ��// LL W LU J uo v 0 v � o �UoO_">� N J a O LILJ U o U Z � J J > LLJ Ci � J J O m p m LL �z W Lu Lu Z w meoroo )OU 0 LL U Lr'z Z ``I w LUZ w O � I- un V) V I p O O cC 0 O W O z F_ w CL ZD U DATE JUNE 2018 SCALE AS SHOWN DESIGNER ST DRAFTER MG JOB NO. A00000 SHEET C4 OF SHEETS E m 0 I Ln CV I co co 0 0 I 00 0 ro Q w n CD z 0 J m J i c� 0 I ro co 0 ro a i 0 cV * 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 NOT TO SCALE SECTION VEEP HOLES - PLACED @ 10' o.c. )R AT EACH SCORLINE OF CURB ,LOWLINE PVC 1/2" ,\BOVE PAVEMENT SCARIFIED AND RECOMPACTED SUBGRADE 'ER GEOTECHNICAL REPORT CONC. CURB 1" PVC PIPE THRU CURB @10' o.c. OR AT EACH SCORELINE OF CURB O A.C. PAVEMENT BASE ROCK WEEP HOLE NOT TO SCALE nnnc-c- c -i nnr nr i A nininin T,Q 1 /4" WHERE CURB AND GUTTER OCCURS: 3" WIDE GUTTER AT HANDICAP RAMP IN ORDER TO MAINTAIN 2% GUTTER CROSS SLOPE APPROX. 3/4" ° O d a 1/4 $p DISABLED ACCESS RAMP NOT TO SCALE 0.90"0 BASE 0.45"0 TOP O O O B O O O I BACKGROUND MINIMUM $250 FINE SIGNAGE WHERE NOTED m CP1212 EK 12 300 12 300 4 • 11=11- 71. . CK u=n=n=n=8=n=u=:n=u II:�I:II:II:II:II'�liu .. - 1 1 • - ' 1 18 450 5 * 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 NOT TO SCALE SECTION VEEP HOLES - PLACED @ 10' o.c. )R AT EACH SCORLINE OF CURB ,LOWLINE PVC 1/2" ,\BOVE PAVEMENT SCARIFIED AND RECOMPACTED SUBGRADE 'ER GEOTECHNICAL REPORT CONC. CURB 1" PVC PIPE THRU CURB @10' o.c. OR AT EACH SCORELINE OF CURB O A.C. PAVEMENT BASE ROCK WEEP HOLE NOT TO SCALE nnnc-c- c -i nnr nr i A nininin T,Q 1 /4" WHERE CURB AND GUTTER OCCURS: 3" WIDE GUTTER AT HANDICAP RAMP IN ORDER TO MAINTAIN 2% GUTTER CROSS SLOPE APPROX. 3/4" ° O d a 1/4 $p DISABLED ACCESS RAMP NOT TO SCALE 0.90"0 BASE 0.45"0 TOP O O O B O O O O 2.35" APART O O 2.35" APART 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. 0.20" HIGH PLAN TAPERED EDGES WHERE EXPOSED SECTION NOT TO SCALE 70 SQ. INCH ACCESSIBILITY SIGN WITH VAN PARKING SIGN 2' MIN. UNOBSTRUCTED 12" AREA (TYP) (TYP.) WHEEL STOP BLUE WHITE 36"x36" INTERNATIONAL SYMBOL OF ACCESSIBLITY 4" WIDE PAINTED STRIPING 1/2' (TYF HEIG REQ J MIIV. I.LLHIC ACCESSIBILITY SIGN AT WALKWAYS `V WHEEL STOP BLUE WHITE 20' MIN. 12" N O PARKING 12" 9' MIN. 5' MIN. 12' MIN. @ VAN @ STANDARD 9' MIN. NOTE: SLOPE NOT TO EXCEED 2% IN ANY DIRECTION WITHIN HANDICAP STALLS AND HANDICAP LOADING AREAS. ACCESSIBLE PARKING NOT TO SCALE NOTE: PLACE IN FRONT OF EACH ACCESSIBLE PARKING STALL WITHIN CLEAR VIEW, BUT NOT TO OBSTRUCT PASSAGE FROM PARKING STALL, OR ANY WALKWAY. 12"0 CONCRETE FOOTING PLANTING AREA WHERE SHOWN MINIMUM FlNE $250.00 vAN� ACCESSIBLE CONCRETE FOOTING ACCESSIBLE PARKING SIGN NOT TO SCALE PLAN TYPICAL SECTION __7 NOTES 1. FRAMES AND GRATES MAY BE SPECIFIED FOR PEDESTRIAN OR H2O TRAFFIC LOADING. ALL GRATES ARE BICYCLE PROOF. OPTIONAL GRATE LOCKING DEVICE AVAILABLE ON REQUEST SEE DRAWING 'LOCK" ON PAGE 1-7 OF THE CENTRAL PRECAST CATALOG. CLOSED -MESH GRATES OR CAST IRON FRAME AND GRATES ARE AVAILABLE ON REQUEST. 2. FOR SURFACE AND DISCHARGE OPTIONS AVAILABLE SEE DRAWING NO. 'DI -SO' PAGE 1-6 AND 'DI -DO' PAGE 1-5 OF THE CENTRAL PRECAST CATALOG. 3. FRAMES AND GRATES DETAILS SEE PAGES 1-8, 1-9, AND 1-10 OF THE CENTRAL PRECAST CATALOG. 4. WALL THICKNESSES ON ALL D.I.S. CAN BE CHANGED UPON REQUEST. 5. 18" WIDE D.I.'S REPLACE THE OLD 16" WIDE BOX BK & 1K. FRAME SIDE BAO GALV. STEEL GRATE SEE NO1 FRAME ANGLE PIPE LIFTING HOLE FRAME AND GR ADDITIONAL T. JOINT (AS REQI PIPE OPENING PER PLANS FORM SLOPTED BOTTOM IN FIELD IF REQUIRED 1 1/2"R AT CORNERS ( TYP. ) B 18"x12" ACCESSIBILITY SIGN, WHITE SYMBOL ON BLUE BACKGROUND MINIMUM $250 FINE SIGNAGE WHERE NOTED VAN ACCESSIBLE SIGNAGE WHERE NOTED 2%2%3/16" GALVANIZED SQUARE STEEL TUBE PAINTED WHITE CONCRETE WHERE SHOWN 12"0 CONCRETE FOOTING SEE CONCRETE FOOTING DETAIL FOR FOUNDATION INFORMATION GROUT PIPE IN PLACE * ISOMETRIC DROP INLET TABLE MODEL No. CPC MODEL NAME A B C IN I MM IN MM IN MM Lu m CP1212 EK 12 300 12 300 4 100 CP1818 CK 18 450 18 450 5 125 CP1824 1K* 18 450 24 600 5 125 CP2424 2K 24 600 24 600 5 125 CP2430 3K 24 600 30 750 5 125 CP3030 5K 30 750 30 750 6 150 CP2436 1L 24 600 36 900 6 150 CP3636 1M 36 900 36 900 6 150 CP2448 3L 24 600 48 1200 6 150 CP3648 3M 36 900 48 1200 6 150 CP4848 1R 48 1200 48 1200 6 150 DROP INLET US CONCRETE PRECAST GROUP NOT TO SCALE * 3' MIN. IN PAVED AREA OR CONC. CAP REQUIRE6 MIN. OR CONC. CAP REQUIRED SET BUMPER IN APPROVED MASTIC 4" TO 6" BEDDING A.C. A.B. 4" MIN . --j 4 + 25% O.D. MAX. RCP, SDR 35 PVC, COMPACTED OR DEPE PIPING. BACKFILL PER SEE STORM DRAINRECOMMENDATIONS PIPING NOTE IN OF SOILS REPORT. GRADING NOTES. P.V.C. & H.D.P.E. PIPE BEDDING DETAIL NOT TO SCALE CLEAN SAND OR GRAVEL W/ MAX. PARTICLE SIZE OF 1/2" COMPACTED TO 90%. LIMITS OF CONCRETE CAP, IF REQUIRED. PAVED AREAS ONLY 3" 2" 3" 6' OR 3' LONG PRECAST CONC. BUMPER W/2 #3 BARS � a 3" Q (2) 3/8" DIA. GALV, STL. RODS X 1'-0" SET 9" FRP, EA. END @ 6' BUMPER AND 8" @ 3' I BUMPER 3„ a Q WHEEL STOP NOT TO SCALE NOT TO SCALE NOT TO SCALE AC OVER AB 10 PROGRESS SETT m z 0 Lu m z a a a a a m z 0 > Lu m z a a a a a U0000 Z I. 00 m 00 Ll V) 'T CV Ln N O`^ 0 f V 61 ' r1l 6l Lu v > c: r�C o x rz s ZD °a _0 V) (Z V je 0 Ln u, Lu W o z .L E c o o v V VF 06 Z v V �> > W -v �/ o LL J t, j W 0 o Ln � U o\j __j > fV J a_ Z O U- J a u U J a Lu Q J > Om m � �z Lu Lu Lu Lu ILL cece a/ OU �ULL_ W Ln c) fn z Z UJ LJJ / > uj LJJ I— V) N O p 0 O 0 T 0) O Z Lu 0L ZD U DATE JUNE 2018 SCALE AS SHOWN DESIGNER ST DRAFTER MG JOB NO. A00000 SHEET C5 OF SHEETS LEGEND JOINT TRENCH LINE SANITARY SEWER UNDERGROUND ELECTRIC FIBER OPTIC CABLE ASPHAL TIC CONCRETE ASBESTOS CEMENT PIPE DUCTILE IRON PIPE ELECTRIC BOX ELECTRIC CABINET ELECTRIC VAULT FIBER OPT/C MANHOLE HIGH DENSITY POL YETHYLENE PIPE SANITARY SEWER CLEAN OUT TELEPHONE BOX TRASH ENCLOSURE PARKING SUMMARY SS SD E AC, ACP DP EB ECRB EV FT. FOMH HDPE KV N SO, SSCO TB TE TELE UB W DESCRIPTION EXIS77NG PROPOSED 73 PROPERTY LINE - - UNCOVERED ACCESSIBLE PARKING CONCRETE CURB ADJACENT PROPERTY LINE - - a CONCRETE CURB & GUTTER C4 EROSION CONTROL PLAN 100 CONTOUR LINE a FLUSH CONCRETE CURB GB GRADE BREAK LINE BUILDING LINE W/ TH DOOR a R RIDGE LINE BUILDING OVERHANG a STEVENS CREEK BL VD SIDEWALK 100.00 SPOT ELEVATION BOLLARD LIGHT SITE BW BACK OF WALK a ti a CB CA TCH BASIN STREET LIGHT Q� C CONCRETE TRANSFORMERFC FE o FACE OF CURB FF FINISHED FLOOR FIRE HYDRANT a FL FLOW LINE STORM DRAIN MANHOLE Q GB GRADE BREAK HP HIGH POINT U0000 z�r, 00 O V) N N O N Ol N 61 LP LOW POINT _s_ ZD a ZD o R RIDGE °a V) m V oc 0 u, RE RIM ELEVA T/ON V 06 z v F V ��// De J Uo W -> � v O o �Uo0 J _j N TC TOP OF CURB a g z 0 LL CONCRETE SIDEWALK- 4" PCC OVER CATCH BASIN / DROP INLET ®® U 4" CLASS It AB FIRE DEPARTMENT CONNEC77ON J Q BACK FLOW PREVENTER W POST INDICA TOR VAL VE J > —.)m m AUTOMA T/C SPRINKLER RISER 8 � W U77LITY BOX (SIZE VARIES) 0 oc LL ce � OU 0ULL W cn V) > z TREE W/ SIZE AND ELEVA T/ON loll > U w w 100.0 V CURB & GUTTER O p o p 00) EDGE OF PA VEMENT O JOINT TRENCH LINE SANITARY SEWER UNDERGROUND ELECTRIC FIBER OPTIC CABLE ASPHAL TIC CONCRETE ASBESTOS CEMENT PIPE DUCTILE IRON PIPE ELECTRIC BOX ELECTRIC CABINET ELECTRIC VAULT FIBER OPT/C MANHOLE HIGH DENSITY POL YETHYLENE PIPE SANITARY SEWER CLEAN OUT TELEPHONE BOX TRASH ENCLOSURE PARKING SUMMARY SS SD E AC, ACP DP EB ECRB EV FT. FOMH HDPE KV N SO, SSCO TB TE TELE UB W DESCRIPTION STALLS UNCOVERED STANDARD PARKING 73 UNCOVERED COMPACT PARKING 29 UNCOVERED ACCESSIBLE PARKING 5 TOTAL 107 SITE IMPROVEMENT PLANS OF 19900 STEVENS CREEK BLVD. FOR 19900 STEVENS CREEK BLVD., LLC CUPERTINO, CALIFORNIA m • 0 15 30 60 90 Scale 1 " = 30' 48"SD �° 48"SD O O O 1 0 fR L El • VICINITY MAP NOT TO SCALE SHEET INDEX SHEET N z CV COVER SHEET C1 TOPOGRAPHIC SURVEY C2 OVERALL SITE PLAN a 8 C4 EROSION CONTROL PLAN C5 DETAILS a z a a VALICO PKWY a a STEVENS CREEK BL VD m SITE z O a ti a LU Q� o a z a VICINITY MAP NOT TO SCALE SHEET INDEX SHEET DESCRIPTION CIVIL CV COVER SHEET C1 TOPOGRAPHIC SURVEY C2 OVERALL SITE PLAN C3 GRADING & DRAINAGE PLAN C4 EROSION CONTROL PLAN C5 DETAILS LANDSCAPE OWNER 19900 STEVENS CREEK BLVD., LLC C/0 CHARLES DUNN REAL ESTATE SERVICES A TTN.- NATHAN UNG, ASSET MANAGER 800 WEST 6TH STREET, SUITE 600 LOS ANGELES, CA, 90017 (P) (213) 683-1511 CIVIL ENGINEER KIER & WRIGHT OWL ENGINEERS & SURVEYORS, INC. ATTN.- SAM TALEBIAN, P.E. 3639 HARBOR BOULEVARD, SUITE 202 VENTURA, CA 93001 (P) (805) 620-0645 ARCHITECT HUH LANDSCAPE ARCH/TECTURE ATTN.- JACKSON DERLER, RLA 1570 OAKLAND ROAD SAN JOSE, CA 95131 (P) (408) 487-2200 CONTRACTOR TBD 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 VERIFICA TION OF THE LOCA TION OF UNDERGROUND UTILI TIES PROGRESS SET U� Know what's below. Call before you dig. m z O LU m z a a a a a m z O LU m z a a a a a U0000 z�r, 00 m Go V) N N O N Ol N 61 w N > Z: O - X LL _s_ ZD a ZD °a V) m V oc 0 u, W.� W o Z E O O V 06 z v F V ��// De J Uo W -> � v O o �Uo0 J _j N a z 0 LL J U Q U J Q W Q J > —.)m m LU L.I.. � W LULU W W cn oc LL ce � OU 0ULL W cn V) > z Z OLU > > U w w V N O p o p 00) O z_ F- w CL ZD U DATE JUNE 2018 SCALE AS SHOWN DESIGNER ST DRAFTER MG JOB NO. A00000 SHEET CV , OF SHEETS NOTES: 1 ROUND PLASTIC VALVE BOX WITH 1. PLACE AGGREGATE PRIOR TO 5202.00 BOLT DOWN PURPLE LID. TOP INSTALLATION OF VALVE BOX DRAWN Bill] DIMENSION: 10". LABEL PER SBWR 2, INSTALL VALVE BOX SO TOP OF BOX IS J DETAIL RW -34 ON SHEET L3.10 FLUSH WITH ADJACENT HARDSCAPE O FINISHED GRADE/ BEFORE © HMH PLANTING OBALL VALVE: SEE LEGEND FOR MAKE AND MODEL - LINE SIZE O4 PVC SCH 40 MIN 8" LONG O5 PVC 45 FITTING SCH 40 (TYP.) © PVC SCH 40 O BRICK SUPPORT, 2 TOTAL 1 ® PVC MAINLINE PIPE 2 ® PEA GRAVEL SUMP, MIN. 6" DEEP 10 RECLAIMED WATER ID TAG. SEE DETAIL RW -37 ON SHEET L3.10 0 10 3 z 4 5 oo 0 6 O �'�� 7 Op 0QO °� 00 0 O — 0 0 �O a 0 O 0,00 O �/77,77771 9 NOTES: 1. DO NOT LOCATE REMOTE VALVE IN LAWN 2. COMPACT SOIL AROUND BOX TO SAME DENSITY AS ADJACENT UNDISTURBED SOIL BUNDLE AND TAPE CONTROL WIRE TO MAINLINE EVERY 10' 3. SPLICES IN CONTROL WIRE ARE NOT ALLOWED BETWEEN CONTROLLER AND VALVE 4. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION 5. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS F 1 BALL VALVE �r+ N.T.S. `J NOTE: 1. NIPPLES AND FITTINGS TO BE SAME SIZE AS VALVE IPT INLET THREAD SIZE 2. SEE IRRIGATION LEGEND FOR SPECIFICATION 3. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMI G 010" ROUND PLASTIC VALVE BOX WITH BOLT DOWN LID 20 FINISHED GRADE O PEA GRAVEL SUMP, MIN. 6" DEPTH O 3" LONG SCHEDULE 80 PVC THREADED NIPPLE O SCH 80 PVC THREADED 90 DEGREE ELL O PVC MAINLINE 70 MAINLINE FITTING 0 10" LONG SCH 80 PVC THREADED NIPPLE 10 QUICK COUPLING VALVE 11 1 1/4" x 1 1/4" x 3/16" ANGLE IRON 30" LONG, 2 STAINLESS STEELSTRAPS 12 BRICK SUPPORTS, 2 TOTAL QUICK COUPLING VALVE N.T.S. NOTES: 1. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION. 2. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. T m SECTION/ELEVATION 1O PVC MAINLINE 20 VALVE BOX 30 FINISHED GRADE O VALVE, SEE LEGEND O SERVICE EXPANSION COIL O PRESSURE REGULATOR, SEE LEGEND O SCH. 80 UNION O PVC LATERAL ® FILTER, SEE LEGEND 10 1 CU. FT. PEA GRAVEL SUMP 11 VALVE BOX EXTENSION 12 BRICK SUPPORTS DRIP AND BUBBLER REMOTE CONTROL VALVE, PRESSURE REGULATOR AND FILTER N.T.S. 10 MASTER VALVE -SEE LEGEND OCARSON #1324 RECTANGULAR VALVE BOX WITH BLACK BOLT DOWN COVER, OR APPROVED EQUAL. HEAT BRAND "MV" ON LID IN 2" HIGH LETTERS 30 FINISHED GRADE O FROM POINT OF CONNECTION - ADAPT AS REQUIRED O SCH. 80 TOE NIPPLE- LENGTH AS REQUIRED O PEA GRAVEL SUMP, MIN 6" DEEP 0 3M DBY WIRE CONNECTOR O CONTROL AND COMMON WIRE TO DESIGNATED AUTOMATIC CONTROLLER O FLOW SENSOR CABLE WITHIN CONDUIT 10 BRICK SUPPORT, 1 PER CORNER 11 PVC SCH. 40 SXS COUPLING MASTER VALVE N.T.S. (A NOTES: 1. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION 2. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 8 LL NO PIPE RESTRICTIONS, FITTINGS, COUPLINGS OR OTHER SPLICES TO OCCUR IN THE PIPE RUNS OF LENGTHS GIVEN Ic 10 FLOW SENSOR O RECTANGULAR VALVE BOX W/ BLACK BOLT DOWN COVER. HEAT BRAND VALVE "FS" ON LID IN 2" HIGH CHARACTERS O CONDUIT BACK TO DECODER AT CONTROLLER 40 MASTER VALVE O TO IRRIGATION POINT OF CONNECTION O FINISH GRADE 7O PEA GRAVEL SUMP, MIN. 6" DEEP 5X DIA. OF PIPE 10X DIA. OF PIPE SAME AS SENSOR SAME AS SENSOR FLOW SENSOR N.T.S. NOTES: 1. SEE IRRIGATION LEGEND FOR MODELS. 2. SEE IRRIGATION PLAN(S) FOR ADDITIONAL GATE VALVE LOCATIONS. 3. SEE INSTALLATION DIAGRAMS DETAIL FOR ADDITIONAL INFORMATION REGARDING ACCEPTABLE VALVE BOX LOCATIONS. 2 5 1 TOP VIEW 1O VALVE BOX, TYPICAL. CONTRACTOR SHALL GROUP VALVES IN A MANIFOLD WHENEVER POSSIBLE. O BALL VALVE: SEE DETAIL. PROVIDE 1 BALL VALVE PER GROUP OF CONTROL VALVES. PROVIDE 1 BALL VALVE PER CONTROL VALVE WHEN NOT GROUPED TOGETHER. O MAINLINE O4 CONTROL VALVE O QUICK COUPLING VALVE NOTES: 1. VERIFY LOCATION WITH PROJECT ELECTRICIAN. 2. ALL ELECTRICAL WORK MUST CONFORM TO LOCAL CODES. REFER TO PRODUCT LITERATURE FOR ADDITIONAL INSTALLATION REQUIREMENTS. THIS DRAWING IS PROVIDED FOR REFERENCE ONLY. INDIVIDUAL PROJECT REQUIREMENTS AND LOCAL CODES MAY DICTATE DIFFERENCES IN INSTALLATION PROCEDURES THAT ARE NOT IDENTIFIED ON THIS DETAIL. 10 EXTERIOR WALL MOUNT IRRIGATION CONTROLLER, SEE IRRIGATION LEGEND FOR SPECIFICATION 20 FINISHED GRADE 0 1/2" UL APPROVED ELECTRICAL CONDUIT, RING NUT AND JUNCTION BOX FOR 120V AC ELECTRICAL POWER O GALVANIZED ELEC. WIRE CONDUIT (SIZE AS REQUIRED) PAINT TO MATCH BLDG, O PVC SWEEP ELL (DEPTH AS REQUIRED) ® CONTROL WIRES TO CONTROL VALVES O EXTERIOR SURFACE FOR MOUNTING OF SPRINKLER CONTROLLER WALL MOUNT CONTROLLER N.T.S. NOTES -,- 1 OTES;1. ALL ELECTRICAL WORK MUST CONFORM TO LOCAL CODES. 2. REFER TO PRODUCT LITERATURE FOR ADDITIONAL INSTALLATION REQUIREMENTS. ( L 4 � L 3 L c O CLIMATE LOG ICTM WEATHER SENSOR MOUNTED OUTDOORS ON FLAT SURFACE USING SCREWS. O CLIMATE LOG ICTM WEATHER SENSOR MOUNTED ON A DRAIN GUTTER USING QUICKCLIPT"1 GUTTERMOUNT. 30 CLIMATE LOGICTM RECEIVER MODULE MOUNTED INDOORS NEAR THE COMPATIBLE CONTROLLER. MOUNT WITH SCREWS AT EYE LEVEL OR IF IN A SECURE AREA, MOUNT ON HOOK & LOOP TYPE STRIPS FOR DISMOUNTING AND HANDHELD PROGRAMMING UTILIZING THE SLACK IN THE CORD. O SINGLE CONNECTION CORD PLUGGED INTO CONTROLLERS REMOTE PORT. O AUTOMATIC IRRIGATION CONTROLLER O FINISH SURFACE OF SPACE WHERE CONTROLLER IS LOCATED. 7O POWER SOURCE, LOCATE IN CONDUIT ® PVC SCHEDULE 40 CONTROL WIRE CONDUIT (SIZE AS REQUIRED). O PVC SWEEP ELL (PROTECTING LOW VOLTAGE CONTROL WIRES TO THE ELECTRIC VALVES). 10 OPTIONAL JUNCTION BOX TO ROUTE CONTROL WIRES TO THE ELECTRIC VALVES. 5 „CSIMA�i�LOGICYII � 6sF Qo,1 3 E� VALVE LAYOUT (B N.T.S. CLIMATE LOGIC SCALE: N.T.S. L ❑❑d U m E ❑®❑ ❑❑❑ L ❑❑d P ®❑❑®❑ L❑❑d =❑❑ Arm®❑ C FmF 11111TIE]FIr ®❑ u71F7❑❑F7❑ L❑❑d SLrmFTM❑ S rra-❑ ❑ LIL[Er C ❑❑ ❑®❑m 1570 O❑F-Fm❑d R❑❑d (408) 487 2200 S ❑❑ J ❑m❑CA 95131 ❑ M ❑ m m❑ �ODSCAPF �F.� G�SON DF,Q q�cy N0. 5953 [0 A SigiaWre 3/31/18 # Renewal Date # Date S>9TF OF CAL\FO��\F� Y cn Lu � Lu Z � Lu 2 Lu N O U W a Z Lu LU LU cL Q U O cn O a � Z � J T NO I DATE I DESCRIPTION PROJECT NOD 5202.00 CAS DWG ILED 520200[RC.DWG DESIGNED Bill] J DRAWN Bill] AMC CI IECI IE ! BO❑ J C TATE 7 11 2018 SCALE ASSHOWN © HMH IRRIGATION DETAILS L1.03 NOTES: 1. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION. 2. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. LOCATE STAPLES ALONG TUBING PER MANUFACTURER'S RECOMMENDATIONS. OFINISH GRADE OF MULCH LAYER OMULCH TOP DRESSING PER SPECIFICATIONS 3- DRIPLINE 4- FINISH GRADE ODRIPLINE STEEL SOIL STAPLE C6) NATIVE SOIL PER SPECIFICATIONS ODEPTH OF MULCH PER SPECIFICATIONS AND PLANTING PLAN NOTES: 1. USE ONE OPERATION INDICATOR PER ZONE. 2. PLACE AT FLUSH END OF ZONE. 3. SEE IRRIGATION LEGEND FOR PIPE SCHEDULE AND EQUIPMENT SPECIFICATION. 4. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. F ) DRIPLINE STEEL SOIL STAPLE - ON GRADE SCALE: N.T.S. co SECTION/ELE 1- DRIPLINE OPERATION INDICATOR. USE ONE PER ZONE AND LOCATED AT FLUSH END OF ZONE 2- FINISHED GRADE O NATIVE SOIL BACKFILL PER SPECIFICATIONS DRIPLINE. USE ONE PER ZONE AND LOCATED AT FLUSH END OF ZONE NOTES: 1. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION, 2. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. LOCATE AND USE ONE FLUSH VALVE FOR EVERY 7PM PER ZONE AT LOW POINTS. 01" ABOVE FINISH GRADE 2- NATIVE SOIL PER SPECIFICATIONS 3- FINISH GRADE O DRIPLINE FLUSH VALVE 5- 6" ROUND PLASTIC VALVE BOX. HEAT BRAND "FV" ON LID IN 1" HIGH CHARACTERS 3/4" SCH 80 PVC NIPPLE BRICK SUPPORTS PEA GRAVEL SUMP (6" X 18") PVC TEE (S X S X T) WITH 3/4" THREADED OUTLET 0) PVC PIPING DRIPLINE OPERATION INDICATOR N.T.S. (A DRIPLINE FLUSH VALVE ON PVC TEE SCALE: N.T.S. NOTES: 1 3" THICK LAYER BARK MULCH O NOTE: - 1 FINISHED GRADE NOTES: - 1 FINISHED GRADE 1. SEE IRRIGATION LEGEND SPECIFICATION CI IECI IE ! BO❑ J SLEEVE BELOW ALL HARDSCAPE ELEMENTS 7 11 2018 SCALE 1. AIR/VACUUM RELIEF VALVE CANNOT BE CONNECTED © HMH 2. INSTALL ALL IN ACCORDANCE WITH O PLANTING BEYOND. SEE PLANTING WITH THE SLEEVING TWICE THE DIAMETER O PROVIDE A MIN. OF 2" CLEAR LOWER THAN DRIPLINE LATERALS. 2- 6" ROUND VALVE BOX MANUFACTURER'S RECOMMENDATIONS DETAILS. OF WIRE BUNDLE CONTAINED IN IT. BETWEEN PIPES 2. USE ONE FOR EACH INCREMENT OF 7 GPM. 3- DRIPLINE AIR/VACUUM O SOIL (SEE PLANTING DETAIL FOR SPECIFICATIONS) SEE IRRIGATION LEGEND FOR MINIMUM O PROVIDE A 3" MINIMUM SAND 3. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION. RELIEF VALVE 4- DRIPLINE PER DRIPLINE TRENCH DETAILRECOMMENDATIONS.® COVER. ENVELOPE AROUND ALL MAINLINE 4. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S 1/2" PVC COUPLING (TxT) SOIL STAPLES PER INSTRUCTIONS: 1. CENTER VALVE BOX OVER REMOTE CONTROL VALVE TO 4 O SNAKE SOLVENT WELD PLASTIC 5- 1/2" SCH. 80 NIPPLE (LENGTH OSTEEL PIPING IN TRENCH AS SHOWN MANUFACTURERS' RECOMMENDATIONS FACILITATE SERVICING VALVE. AS REQUIRED) © 2. SET BOXES 1" ABOVE FINISH GRADE OR MULCH COVER IN 5 TIE A 24" LOOP IN WIRING AT 2 ® PEA GRAVEL SUMP FINISHED GRADE GROUND COVER/SHRUB AREA AND FLUSH WITH FINISH GRADE CHANGES OF DIRECTION 30 DEGREES (6") IN TURF AREA. 3. SET RCV AND VALVE BOX ASSEMBLY IN GROUND OR GREATER, UNTIE AFTER ALL 1 3 — 7- BRICK SUPPORTS COVER/SHRUBAREA WHERE POSSIBLE. INSTALL IN LAWN CONNECTIONS HAVE BEEN MADE - $- PVC PIPING AND FITTING ° ONLY IF GROUND COVER DOES NOT EXIST ADJACENT TO INSTALL WIRING BENEATH AND 4 - LAWN. 6 O 2 4. SET BOXES PARALLEL TO EACH OTHER AND BESIDE MAINLINE. TAPE AND BUNDLE r PERPENDICULAR TO EDGE OF LAWN, WALK, FENCE, CURB, AT 10 FOOT INTERVALS 5 �� c � ETC. 6 7 1 �r�` _, �, 5. AVOID HEAVILY COMPACTING SOIL AROUND VALVE BOXES O 16" X 25" RECTANGULAR VALVE BOX - jam" � TO PREVENT COLLAPSE AND DEFORMATION OF VALVE BOX FOR EMITTER MANIFOLD ASSEMBLY. 6 U SIDES. o 0 w- �J Q 6 INSTALL EXTENSION BY VALVE BOX MANUFACTURER AS g O 14" X 19" RECTANGULAR VALVE BOX. d a REQUIRED TO COMPLETELY ENCLOSE ASSEMBLY FOR EASY — �o 4 ° - �- ACCESS. ® QUICK COUPLING VALVE o �o 000 7. NEVER INSTALL VALVE BOX IN HARDSCAPE 1777:711-111-111-- —1 5 — I —III=III=III=III=III=III=III=III=III — 1-111-111-1 1 I III 10 EDGE OF LAWN, WALK, FENCE, CURB, III=1 1—II I—I 1—I 1—I III 1—II I 1=1 1=1 1—I 1—I 1—I 1=1 1=1 1=1 1—II I 1=1 1=1—I ETC. --I ===1 1=1 1=1 1= I—I 1=1 111 111 — — — — — — -1-1 III III -1-1-1-1-1-1-1 11 1=1 1=1 — — 1=1 1=1 — — — 1 MAINLINE, LATERAL SECTION/ELEVATION & WIRING IN THE LATERAL PIPE WIRING IN CONDUIT (SLEEVE AT ALL HARDSCAPE – 3 SAME TRENCH MAINLINE PIPE - CROSSINGS) 8 � �)DRIPLINE INSTALLED ON GRADE v % N.T.S. NOTE: 1. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION 2. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 3. THE TOTAL LENGTH OF ALL INTERCONNECTED DRIP LINE SHALL NOT EXCEED THE MAXIMUM RUN LENGTH O DRIPLINE AUTOMATIC FLUSH VALVE PLUMBED TO FLUSH MANIFOLD AT LOW POINT 2- PVC FLUSH MANIFOLD - DRIPLINE MANIFOLD -TO -ELBOW CONNECTION ® DRIPLINE MANIFOLD -TO -TEE CONNECTION 5- DRIPLINE OPERATION INDICATOR © REMOTE CONTROL VALVE WITH FILTER AND PRESSURE REGULATOR 7- PVC SUPPLY MANIFOLD ® ZONE PERIMETER O DRIPLINE LATERAL 10 AIR/VACUUM RELIEF LATERAL DRIPLINE BLANK TUBING CENTERED ON MOUND OR BERM 11 DRIPLINE AIR/VACUUM RELIEF VALVE PLUMBED TO DRIPLINE BLANK TUBING AT EACH HIGH POINT 12 PERIMETER LATERALS 2" TO 4" FROM EDGE 2 O\�IIIIIIIIIIIM/O H � DRIPLINE CENTER -FEED LAYOUT �E N.T.S. m 11 L INSTALLATION DIAGRAMS N.T.S. L� 1 DRIPLINE 112" AIR/VACUUM RELIEF VALVE (PLUMBED TO PVC TEE) N.T.S. NOTES: 1. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION. 2. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, 1- SEE SPECIFICATIONS FOR DEPTH O2 FINISHED GRADE O DRIPLINE AIR/VACUUM RELIEF VALVE IN VALVE BOX AT HIGHEST POINTS PLUMBED TO TUBING OPVC CROSS TO DRIPLINE COMPRESSION ADAPTERS (TYP) O5 DRIPLINE (TYP) © DRIPLINE BLANK TUBING (TYP) ISOMETRIC VIEW DRIPLINE AIRNACUUM RELIEF LATERAL N.T.S. L ❑❑d U m E ❑®❑ ❑❑❑ L ❑❑d P ®❑❑®❑ L❑❑d =❑❑ Arm®❑ C FMF ❑❑®❑o-®❑ u71F7❑❑1-77❑ L❑❑d SLrmFTM❑ S rra-❑ ❑ LIL[Er C ❑❑ ❑®❑m 1570 O❑F-Fm❑d R❑❑d (408) 48712200 S ❑❑ J ❑m❑CA 95131 ❑ M ❑ m m❑ �ODSCAPF �F.� G�SON DF,Q q�cy _ N0. 5953 [� J � $ig alure 3/31/18 # Renewal Date # s� Date \P ' F OF O/ Y cn Lu �mm Z W � Lu 2 Lu ci) O U W a Z Lu Lu Lu Q U cf) U O cn O a � Z � J T NO I DATE DESCRIPTION PROJECT NOD 5202.00 CAS DWG [LED 520200[RC.DWG DESIGNED Bill] J DRAWN Bill] AMC CI IECI IE ! BO❑ J DATE 7 11 2018 SCALE ASSHOWN © HMH IRRIGATION DETAILS L1.04 NOTF.q- 2. 3 4 BUBBLER DISTANCE TO ROOT BALL WILL VARY DEPENDING ON THE CONTAINER SIZE OF THE PLANT. ALLOW 6" BETWEEN TRUNK AND BUBBLER. PLACE ALL BUBBLERS ON UPHILL SIDE OF SLOPE IF APPLICABLE CONCEAL ALL EQUIPMENT UNDER MULCH. SEE IRRIGATION LEGEND FOR SPECIFICATION. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RF('.r)KA AAF N nATI01\1C 10 POSITION BUBBLER OVER ROOT BALL O PRESSURE COMPENSATING DRIP BUBBLER (SEE LEGEND FOR MODEL) O UV RESISTANT 1/2" PVC SCHD 40 ADAPTER OTUBING STAKES PVC COATED 12 GAUGE WIRE U STAKES QUANTITY AS NEEDED TO SECURE TUBING (2 MIN.) SALCO Ik m ON GRADE TREE BUBBLER N.T.S. 01/2" UV RESISITANT I DESCRIPTION FLEXIBLE SCH 40 PVC 10 HOSE (BLACK) ©SOIL RING (SEE AMC PLANTING DETAILS) 7O FINISHED GRADE ®1/2" PVC SCH 40 (MIPT X 14 SLIP) MALE ADAPTER UV RADIATION RESISTANT O PVC SCH 40 TEE OR ELL I DESCRIPTION 1/2" (SLIP XSLIP X FIPT) 10 PVC LATERAL PIPE 11 MULCH PER AMC SPECIFICATIONS 12 PLANT CROWN 13 ROOT BALL 14 INSTALL CHECK VALVE WHERE ELEVATION OF HIGHEST BUBBLER ON THE VALVE IS 4' OR MORE ABOVE THE LOWEST BUBBLER ON THE VALVE. NOTES: 1. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION. 2. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. O DEPTH PER SPECIFICATIONS (�)FINISHED GRADE 3O DRIPLINE TEE (TYP.) 4O DRIPLINE (TYP.) 5O SUB -MANIFOLD © PVC CROSS TO DRIPLINE COMPRESSION ADAPTERS (TYP.) 'VC SUPPLY MANIFOLD 'VC TEE TO DRIPLINE COMPRESSION ADAPTERS (TYP.) 'LOW FROM VALVE DRIPLINE CENTER -FEED SUPPLY SUB -MANIFOLD N.T.S. NOTE: 1. SEE IRRIGATION LEGEND FOR EQUIPMENT SPECIFICATION 2. INSTALL ALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 3. TOTAL LENGTH OF ALL INTERCONNECTED DRIPLINE SHALL NOT EXCEED MAXIMUM RUN LENGTH L� 1 O DRIPLINE AUTOMATIC FLUSH VALVE PLUMBED TO FLUSH MANIFOLD AT LOW POINT O DRIPLINE OPERATION INDICATOR O3 DRIPLINE TEE O PERIMETER LATERALS 2" TO 4" FROM EDGE O DRIPLINE O6 PVC FLUSH MANIFOLD O DRIPLINE MANIFOLD -TO -ELBOW CONNECTION (TYP.) ® DRIPLINE AIR/VACUUM RELIEF VALVE PLUMBED TO SUPPLY MANIFOLD AT HIGH POINT O PVC SUPPLY MANIFOLD 10 REMOTE CONTROL VALVE WITH FILTER AND PRESSURE REGULATOR (11� AREA PERIMETER DRIPLINE ODD CURVES LAYOUT N.T.S. O O poe� �mi INSTRUCTIONS: - 1 . NSTRUCTIONS:1. STRIP WIRES APPROXIMATELY 1/2" (12.7 MM) TO EXPOSE WIRE. 2. TWIST CONNECTOR AROUND WIRES CLOCKWISE UNTIL HAND TIGHT, DO NOT OVERTIGHTEN. 3. INSERT WIRE ASSEMBLY INTO PLASTIC TUBE UNTIL WIRE CONNECTOR SNAPS PAST LIP IN BOTTOM OF TUBE. 4. PLACE WIRES WHICH EXIT TUBE IN WIRE EXIT HOLES AND CLOSE CAP UNTIL IT SNAPS. 5. INSPECT FINAL SPLICE ASSEMBLY TO BE SECURE AND FINISHED. C WEATHERPROOF SPLICE ASSEMBLY N.T.S. r _ _J[D] ■■. ■■ ■mm■ ■■n ■■• - m■■m■ LF1[Jd=L1L1ArL_1FML11LrL1 FFFFE ■■m■■ m■ mi■■ ■ ■■m■ ■■• ■ ■■■m■ ■ ■ LIL[Er C ■■ ■■■■■■ 1570 O❑m❑d R❑❑d (408) 487 2200 S ❑❑ J ❑m❑CA 95131 ❑ M ❑ m m❑ <ODSCAPF �F� SON DFQ q�cy v�v� N0. 5953 [0 A SigiaWre 3/31/18 # Renewal Date # s� Date z ' F OF O/ Y cn Lu iiiiiimm Z W � Lu 2 Lu N O U W a Z Lu LU LU cL Q U C/) U O cn O a � Z � J T NO I DATE I DESCRIPTION PROJECT NOD 5202.00 CAS DWG [)LED 520200[RC.DWG DESIGNED Bill] J DRAWN Bill] AMC CI IECI IE ! BO❑ J C TATE 7 11 2018 SCALE ASSHOWN © HMH IRRIGATION DETAILS L1.05 a M V 0 0 n 0 W 0 J a IRRIGATION NOTES 1. CONTRACTOR SHALL UTILIZE THE EXISTING MAINLINES AND IRRIGATION SLEEVES WHENEVER POSSIBLE IN ORDER TO COMPLETE THE ENTIRE SYSTEM AS SHOWN ON THE PLANS AND SPECIFICATIONS. 2. DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY INDICATE ALL THE OFFSETS AND FITTINGS REQUIRED FOR A COMPLETE IRRIGATION SYSTEM. THE IRRIGATION SYSTEM SHALL BE INSTALLED WITHIN A PLANTING AREA WHEREVER POSSIBLE. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTMENTS NECESSARY TO CONFORM TO ACTUAL FIELD CONDITIONS. 3. EQUIPMENT INCLUDING MAIN, LATERALS, AND VALVES SHOWN GRAPHICALLY IN HARDSCAPE AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED WITHIN PLANTED AREAS AT A REASONABLE, REACHABLE DISTANCE FROM HARDSCAPE OR TURF AREAS UNLESS OTHERWISE NOTED ON THE DRAWINGS. 4. CONTRACTOR SHALL INSTALL WIRE AND PIPE UNDER HARDSCAPE AREAS IN SEPERATE P.V.C. SCHEDULE 40 SLEEVES. CONTRACTOR SHALL COORDINATE PIPING AND SLEEVING LOCATION PRIOR TO HARDSCAPE INSTALLATION. SLEEVING SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES. WHEREVER POSSIBLE, CONTROL WIRES SHALL OCCUPY THE SAME TRENCH AS PIPES. EACH CONTROLLER SHALL HAVE AN INDEPENDENT GROUND WIRE. 5. "1 HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN." INSTALL IRRIGATION SYSTEM IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND ORDINANCES. 6. THE EXISTING WATER PRESSURE AT THE PROPOSED WATER METER LOCATION IS UNKNOWN, THE CONTRACTOR SHALL VERIFY WATER PRESSURE IS ADEQUATE FOR THE SYSTEM AS DESIGNED. IF ANY DISCREPANCY EXISTS BETWEEN DESIGN AND ACTUAL FIELD CONDITIONS NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY IN WRITING FOR A DECISION BEFORE PROCEEDING WITH THE INSTALLATION. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE AND EFFECTIVE COVERAGE OF ALL PLANTING AREAS. DURING THE MAINTENANCE PERIOD, IT IS THE RESPONSIBILITY OF THE LANDSCAPE MAINTENANCE CONTRACTOR TO ENSURE ALL PLANT MATERIAL RECEIVES AS MUCH WATER AS IS NECESSARY FOR ESTABLISHMENT AND TO SUSTAIN GOOD PLANT HEALTH. 10. CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST IRRIGATION SYSTEM FOR OPTIMUM PERFORMANCE IN ACCORDANCE WITH THE SPECIFICATIONS, COSTS INCURRED DUE TO ANY ADJUSTMENTS FOR 100% COVERAGE, INCLUDING THOSE REQUESTED BY THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. CONTRACTOR SHALL COORDINATE INSTALLATION OF THE IRRIGATION SYSTEM WITH THE LAYOUT AND INSTALLATION OF THE PLANT MATERIAL TO ENSURE THAT THERE WILL BE COMPLETE AND UNIFORM IRRIGATION COVERAGE OF PLANTING. THE IRRIGATION LAYOUT SHALL BE CHECKED BY THE CONTRACTOR AND OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO CONSTRUCTION TO DETERMINE IF ANY CHANGES, DELETIONS, OR ADDITIONS ARE REQUIRED. THE IRRIGATION SYSTEM SHALL BE INSTALLED AND TESTED PRIOR TO THE INSTALLATION OF ANY PLANT MATERIALS. 12. TRENCHING DEPTHS FOR IRRIGATION PIPES SHALL BE AS FOLLOWS: MAIN = 24", ALL LATERALS = 12". ALL DIMENSIONS ARE FROM THE TOP OF THE PIPE. PROVIDE A MINIMUM 3" SAND ENVELOPE AROUND ALL MAINLINE PIPE. 13. MINIMUM LATERAL SIZE SHALL BE 3/4". SEE PIPE SIZING CHART FOR SIZING. 14. IF SETTLEMENT OCCURS ALONG TRENCHES AND ADJUSTMENT(S) TO PIPES, VALVES, OR HEADS IS REQUIRED, THE CONTRACTOR, AS PART OF WORK UNDER THIS CONTRACT, SHALL MAKE ALL ADJUSTMENTS WITHOUT EXTRA COSTS TO THE OWNER. 15. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FILL AND REPAIR ALL DEPRESSIONS AND REPLACE ALL NECESSARY LAWN AND/OR PLANTING DUE TO THE SETTLEMENT OF IRRIGATION FOR ONE YEAR FOLLOWING THE ACCEPTED COMPLETION OF MAINTENANCE. 16. CONTRACTOR SHALL GUARANTEE THAT ALL MATERIAL, EQUIPMENT, AND WORKMANSHIP FURNISHED BY HIM BE FREE OF DEFECTS FOR ONE YEAR FOLLOWING THE ACCEPTED COMPLETION OF MAINTENANCE. CONTRACTOR SHALL BE LIABLE FOR REPAIRS AND REPLACEMENT OF FAILED MATERIAL DURING THIS GUARANTEE PERIOD. 17. ALL PLASTIC FITTINGS SHALL BEA MINIMUM OF 18" APART TO FACILITATE REMOVAL AND REPLACEMENT OF INDIVIDUAL FITTINGS. 18. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. CONTRACTOR TO LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE AND EVERY 1 00'ON CENTER ALONG WIRE RUN. TAPE WIRE BUNDLES 10' ON CENTER. NO TAPING WILL BE PERMITTED INSIDE SLEEVES. WIRE CONNECTORS SHALL BE SCOTCH DBY OR APPROVED EQUAL, INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 19. CONTROL VALVES SHALL BE SIZED AS DESIGNATED ON THE DRAWINGS AND SHALL BE INSTALLED IN VALVE BOXES AS INDICATED IN THE DETAILS. BOXES SHALL BE SET FLUSH WITH THE FINISH GRADE OR SURFACE AND PERMANENTLY MARKED AS INDICATED IN THE DETAILS. 20. EXACT LOCATION OF CONTROLLERS TO BE DETERMINED AT JOB SITE BY PROJECT MANAGER. USE THIN WALL METAL CONDUIT ABOVE GRADE AND IN GARAGES. PAINT ALL CONDUIT TO MATCH BUILDING OR WALL COLOR, USE WATERPROOF CONNECTIONS FOR OUTDOOR INSTALLATION. INSTALL PER MANUFACTURERS SPECIFICATIONS. SEAL ALL CONDUIT HOLES WITH SILICONE OR EQUAL. PROGRAM CONTROLLER TO IRRIGATE USING MULTIPLE REPEAT CYCLES OF SHORT DURATION. CARE SHALL BE TAKEN TO PREVENT RUNOFF OF WATER AND SLOPE/SOIL EROSION DUE TO PROLONGED APPLICATIONS OF WATER. 21. CONTROL WIRES SHALL BE 14 GAUGE (RED). SEPARATE WIRES SHALL RUN FROM THE CONTROLLER TO EACH VALVE. COMMON GROUND WIRES SHALL BE 12 GAUGE (WHITE) ALL CONTROL WIRES LEADING FROM VALVES TO CONTROLLER SHALL BE LOOPED -UP A MINIMUM OF 30" INTO EVERY VALVE BOX INTERCEPTED ON THE WAY TO THE CONTROLLER, 22. CONTRACTOR TO COORDINATE CONTROLLER POWER HOOK-UP WITH PROJECT ELECTRICIAN. THE GENERAL CONTRACTOR SHALL COORDINATE HIS PORTION OF WORK WITH THE UNDERGROUND ELECTRICAL CONTRACTOR TO MINIMIZE CONFLICTS. 23. EXISTING BACKFLOW PREVENTION DEVICES SHALL BE INSPECTED AND TESTING TO THE EXTENT MANDATED BY LOCAL BUILDING CODE. 24. BUBBLERS SHALL BE LOCATED ON THE UPHILL SIDE OF TREES. 25. ALL WATER TO DRAIN AWAY FROM BUILDING PER LOCAL BUILDING CODE. 26. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OF DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 27. A LAMINATED, COLOR CODED, REDUCED SIZE IRRIGATION PLAN SHALL BE FURNISHED TO THE OWNER AFTER FINAL ACCEPTANCE. PLACE ANOTHER LAMINATED COPY INSIDE THE CONTROLLER CABINET DOOR. 28. LANDSCAPE CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR PRIOR TO DEMOLITION OR PROTECTION OF EXISTING MAINLINE AND CONTROLLER WIRE FOR FUTURE USE. 29. IF THE INTENT IS TO DEMO ANY IRRIGATION EQUIPMENT INNEW CONSTRUCTION AREA, LANDSCAPE CONTRACTOR SHALL SUPPLY ALL NEW MAINLINE AND CONTROLLER WIRE TO NEW REMOTE CONTROL VALVE AS DESIGNED PER THIS PLAN, TYPICAL. 30, CONTRACTOR SHALL INSTALL DRIPLINE ON SLOPES PER MANUFACTURERS RECOMMENDATIONS WITH 25% INCREASED SPACING AT BOTTOM 1/3 OF SLOPE. 31, CONTRACTOR TO INSTALL LATERAL LINE CHECK VALVES WHERE NECESSARY TO PREVENT LOW HEAD DRAINAGE. MODEL SHALL BENDS FLO CONTROL SPRING CHECK VALVE RATED TO 200PS1, MODEL 1790 (SLIPxSLIP CONNECTION WITH UNION), LINE SIZE OR APPROVED EQUAL. 32, CONTRACTOR MUST PROVIDE AN IRRIGATION AUDIT IN ACCORDANCE WITH LOCAL WELO AND TITLE 23 DEPARTMENT OF WATER RESOURCES SECTION 492.12: IRRIGATION AUDIT, IRRIGATION SURVEY, AND IRRIGATION WATER USE ANALYSIS PRIOR TO PROJECT ACCEPTANCE. 33. CONTRACTOR SHALL PROVIDE A CERTIFICATE OF COMPLETION AS REQUIRED TO THE LOCAL REVIEWING AGENCY. SEE CALIFORNIA CODE OF REGULATIONS TITLE 23 WATERS DIVISION 2 DEPARTMENT OF WATER RESOURCES CHAPTER 2.7 MODEL WATER EFFICIENT LANDSCAPE ORDINANCE APPENDIX C. 34. SOIL MANAGEMENT REPORT SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND SOIL AMENDMENTS SHALL BE FOLLOWED PER THE REPORT. PHYSICAL COPIES OF THE SOIL MANAGEMENT REPORT SHALL BE PROVIDED TO CLIENT, PROJECT LANDSCAPE ARCHITECT AND LOCAL AGENCY AS REQUIRED. SOIL MANAGEMENT REPORT SHALL CONFORM TO STATE AB1881 WATER EFFICIENT LANDSCAPE ORDINANCE OR AGENCY ADOPTED WELD, 35. CONTRACTOR IS RESPONSIBLE FOR HAND WATERING INCLUDING BUT NOT LIMITED TO THE FOLLOWING AREAS DURING PLANT ESTABLISHMENT: BIO -CELL AREAS, SODDED AREAS. THESE AREAS WILL NEED SUPPLEMENTAL HAND WATERING IF THEY ARE IRRIGATED BY DRIP UNTIL ROOTS ARE ESTABLISHED AS DRIP IRRIGATION MAY NOT PROVIDE SUFFICIENT WATER TO THESE AREAS FOR HEALTHY PLANT ESTABLISHMENT. 36. ALL EXISTING IRRIGATION SYSTEMS SHALL REMAIN OPERATIONAL DURING CONSTRUCTION WHERE PRACTICAL. IF THE IRRIGATION SYSTEM IS TO BE SHUT OFF FOR PERIODS OF TIME LONGER THAN THREE DAYS A HAND WATERING MAINTENANCE PROGRAM SHALL BE ESTABLISHED TO MAINTAIN CURRENT PLANT HEALTH. CONTRACTOR WILL BE RESPONSIBLE FOR REPLACING ANY DEAD OR DECLINING PLANT MATERIAL DUE TO LACK OF WATERING. ALL EXISTING MAINLINE, CONTROL WIRES, LATERAL LINES, SPRAY HEADS, DRIP TUBING OR OTHER IRRIGATION EQUIPMENT SHALL REMAIN IN PLACE AND UNDAMAGED. IF MODIFICATIONS TO THE EXISTING SYSTEM NEED TO TAKE PLACE, THE CONTRACTOR SHALL REPAIR, REPLACE OR ADD NEW EQUIPMENT AS NEEDED TO MAINTAIN PROPER COVERAGE AND WATER DISTRIBUTION FOR ALL PLANTING AREAS. ANY UNUSED CONTROL WIRES RESULTING IN THE RETROFIT SHALL BE PUT IN A NEW VALVE BOX AND LABELED. UPDATE THE CONTROLLER SCHEDULE TO INDICATE THAT THESE VALVE STATIONS ARE NO LONGER IN USE. m IRRIGATION LEGEND --------------------1 ON -GRADE TORO LASER CUT TUBING 30 PSI TORO DL -2000 SERIES (RGP-212-10) NOT FOR GROUND COVER & SHRUB AREAS: INSTALL TORO DL2000 PER DL2000 DRIPLINE SPACING =12" MANIIFAr..TIIRFR'4.qPFr..IFI('ATIf1N4 SYMBOL DESCRIPTION MANUFACTURER/MODEL/SIZE O WATER METER EXISTING DEDICATED IRRIGATION WATER METER 6m BACKFLOW PREVENTION DEVICE AND FEBCO 825Y - OR EQUAL, LINE SIZE (BID ALTERNATE) 7 11 2018 SECURE ENCLOSURE NOT TO SCALE IA WALL MOUNT ET BASED ELECTRIC IRRIGATION IRRITROL MC -E BLUE SERIES, XX STATION WALL MOUNT CONTROLLER, MC-XXE. CONTROLLER W❑ WEATHER SENSOR WIRELESS WEATHER SENSING KIT (CL -100 -WIRELESS). INSTALL CLIMATE LOGIC MODULE IN ENCLOSURE CABINET PER DETAIL. INSTALLATION OPTIONS ARE AS FOLLOWS, SEE DETAILS FOR MOUNTING INSTRUCTIONS: 1. INSTALL ON ROOF EVE OR GUTTER (PREFERRED) 2. MOUNT TO 12' TALL PRESSURE TREATED POST WITH REINFORCED CONCRETE FOOTING IN OPEN LOCATION PER DIRECTION OF SITE SUPERINTENDENT ►� PVC BALL VALVE NIBCO PVC BALL VALVE 4660-S OR EQUAL, LINE SIZE DRIPZONE CONTROL KIT INCLUDES REMOTE CONTROL ® VALVE, PRESSURE REGULATOR & FILTER FOR DRIP AND TORO DKZ-700 (0.1-35 GPM) TREE BUBBLER VALVES O 1" QUICK COUPLER VALVE WITH YELLOW VINYL COVER TORO 100-2SLVC (2 PIECE, 1" SINGLE LUG, WITH YELLOW VINYL COVER) 0 MASTER VALVE GRISWOLD 2160, NORMALLY OPEN, LINE SIZE F❑ FLOW SENSOR TORO 1" SENSOR, TFS-100 (5-50 GPM) © PRESSURE REGULATOR 1-1/2" BF OR LINE SIZE WILKINS MODEL 500-HLR-P INCLUDE PRESSURE GAUGE, INSTALL IF PRESSURE AT P.O.C. EXCEEDS 90 PSI REQUIRED EQUIPMENT NOT GRAPHICALLY DEPICTED ON PLANS: (INSTALL PER MANUFACTURER'S RECOMMENDATIONS.) FLUSH VALVE FOR DL2000 SYSTEM TORO FCH-H-FIPT, MINIMUM ONE PER VALVE AIR VACUUM RELIEF VALVE FOR DRIP SYSTEM TORO YD -500-34 MINIMUM ONE PER VALVE OPERATION INDICATOR FOR DRIP SYSTEM TORO DL-MP9 MINIMUM ONE PER VALVE DRIP TUBE FITTINGS TORO TRI -LOC FITTINGS OPERATING BUBBLERS PRESSURE MODEL NOZZLE GPM O ON GRADE TREE BUBBLER 20-75 PSI TORO FB -25 -PC MOUNTED ON TORO SHRUB ADAPTERS IN 0.25 GPM EACH QUANTITIES AS FOLLOWS: 2 PER 15 GALLON OR 24" BOX TREE 4 PER 36" BOX AND LARGER TREE OPERATING LASER CUT TUBING PRESSURE MODEL NOTES EMITTER SPACING =1211 DRIPPER FLOW =0.53 GPH ------------------- NONPRESSURE DRIP IRRIGATION LATERAL, SCHEDULE 40 PVC PIPE 12" COVER SIZED PER PIPE SIZING CHART MODEL NOTES NONPRESSURE IRRIGATION SUPPLYLINE-3/4" MIN. CLASS 200 PVC PIPE 12" COVER PRESSURE SUPPLY MAINLINE 1120 SCHD. 40 PVC PIPE FOR SIZES 1-1/2" AND SMALLER 24" COVER 1120 CLASS 315 PVC PIPE FOR SIZES 2" AND LARGER _ = SLEEVE: 2x ENCLOSED PIPE DIAMETER OR AS INDICATED 1120/SCHEDULE 40 PVC PIPE 24" COVER SPRAY, ROTOR, AND BUBBLER VALVES LASER CUT TUBING VALVES # CONTROLLER STATION NUMBER # CONTROLLER STATION NUMBER GPM GALLONS PER MINUTE THROUGH VALVE GPM GALLONS PER MINUTE THROUGH VALVE X" CONTROL VALVE SIZE X" CONTROL VALVE SIZE XXXX' LENGTH OF DRIP TUBING, IF APPLICABLE cTER FEED ZONE TYPE, IF APPLICAPBLE FE CONDUIT & SLEEVE SIZING GUIDE PIPE SIZING CHART MAXIMUM MINIMUM MAXIMUM LATERAL MINIMUM SLEEVE FLOW RATE PIPE SIZE NUMBER OF CONDUIT SIZE OR MAINLINE PIPE SIZE REQUIRED GPM (DIAMETER) WIRES (SCH 40 PIPE) SIZE (SCH 40 PIPE) 0 TO 9 .7511 4 1" 1/2t1 1-1/2" 9.1 TO 18 111 8 1-1/4" 3/411 211 18.1 TO 30 1.25" 12 1-1/2" 1 " TO 1-1 /411 2-1/2" 17 2" 1-1/211 311 30.1 TO 40 1.51' 25 2-1/2" 2" TO 2-1/2" 411 40.1 TO 60 211 35 311 311 611 50 4" 411-611 811 60.1 TO 70 2.51' >50 6" r ■■. U ■■ E ■■■11■ ■■11 ■■• - m■■m■ ■• ■■■■■ Ar FT-IFMLI]Lr ■ EME 11111TIETIr m■ 71■■ ■ ■■7■ ■■• SLrLLIFTMLI ■ ■ LIL[Er C ■■ ■■■■■■ 1570 O❑m❑d R❑❑d (408) 487 2200 S ❑❑ J ❑m❑CA 95131 ❑ M ❑ m m❑ �ODSCAPF A ��F.� SON DF,Q q�cy �v SPG �P C-) N0. 5953 n J Sigialure 3/31/18 # Renewal Data # s� Date �P I F OF Y cn Lu iiiiiimm Lu Z � Lu 2 Lu N O U W a Z Lu LU LU cL Q U cf) U O cn O a � Z � J T NO --------------------1 ON -GRADE TORO LASER CUT TUBING 30 PSI TORO DL -2000 SERIES (RGP-212-10) NOT FOR GROUND COVER & SHRUB AREAS: INSTALL TORO DL2000 PER DL2000 DRIPLINE SPACING =12" MANIIFAr..TIIRFR'4.qPFr..IFI('ATIf1N4 PROJECT NOD 5202.00 , t___________________ - )I EMITTER SPACING =1211 DRIPPER FLOW =0.53 GPH ------------------- NONPRESSURE DRIP IRRIGATION LATERAL, SCHEDULE 40 PVC PIPE 12" COVER SIZED PER PIPE SIZING CHART MODEL NOTES NONPRESSURE IRRIGATION SUPPLYLINE-3/4" MIN. CLASS 200 PVC PIPE 12" COVER PRESSURE SUPPLY MAINLINE 1120 SCHD. 40 PVC PIPE FOR SIZES 1-1/2" AND SMALLER 24" COVER 1120 CLASS 315 PVC PIPE FOR SIZES 2" AND LARGER _ = SLEEVE: 2x ENCLOSED PIPE DIAMETER OR AS INDICATED 1120/SCHEDULE 40 PVC PIPE 24" COVER SPRAY, ROTOR, AND BUBBLER VALVES LASER CUT TUBING VALVES # CONTROLLER STATION NUMBER # CONTROLLER STATION NUMBER GPM GALLONS PER MINUTE THROUGH VALVE GPM GALLONS PER MINUTE THROUGH VALVE X" CONTROL VALVE SIZE X" CONTROL VALVE SIZE XXXX' LENGTH OF DRIP TUBING, IF APPLICABLE cTER FEED ZONE TYPE, IF APPLICAPBLE FE CONDUIT & SLEEVE SIZING GUIDE PIPE SIZING CHART MAXIMUM MINIMUM MAXIMUM LATERAL MINIMUM SLEEVE FLOW RATE PIPE SIZE NUMBER OF CONDUIT SIZE OR MAINLINE PIPE SIZE REQUIRED GPM (DIAMETER) WIRES (SCH 40 PIPE) SIZE (SCH 40 PIPE) 0 TO 9 .7511 4 1" 1/2t1 1-1/2" 9.1 TO 18 111 8 1-1/4" 3/411 211 18.1 TO 30 1.25" 12 1-1/2" 1 " TO 1-1 /411 2-1/2" 17 2" 1-1/211 311 30.1 TO 40 1.51' 25 2-1/2" 2" TO 2-1/2" 411 40.1 TO 60 211 35 311 311 611 50 4" 411-611 811 60.1 TO 70 2.51' >50 6" r ■■. U ■■ E ■■■11■ ■■11 ■■• - m■■m■ ■• ■■■■■ Ar FT-IFMLI]Lr ■ EME 11111TIETIr m■ 71■■ ■ ■■7■ ■■• SLrLLIFTMLI ■ ■ LIL[Er C ■■ ■■■■■■ 1570 O❑m❑d R❑❑d (408) 487 2200 S ❑❑ J ❑m❑CA 95131 ❑ M ❑ m m❑ �ODSCAPF A ��F.� SON DF,Q q�cy �v SPG �P C-) N0. 5953 n J Sigialure 3/31/18 # Renewal Data # s� Date �P I F OF Y cn Lu iiiiiimm Lu Z � Lu 2 Lu N O U W a Z Lu LU LU cL Q U cf) U O cn O a � Z � J T NO I DATE I DESCRIPTION PROJECT NOD 5202.00 CAS DWG ILED 520200[RC.DWG DESIGNEE Bill] J DRAWN Bill] AMC CI IECI IE ! BO❑ C TATE 7 11 2018 SCALE NOT TO SCALE © HMH IRRIGATION NOTESI AND LEGEND L1.02 U of 0 0 N O N z 0 U 0 Of Q J O 0 N O N U) U w 0 Of 0. m ADD NEW DRIP IRRIGATION TO NEW P AREAS AND REPAIR OR REPLACE EXI IRRIGATION SYSTEM IN AREAS DISTUI CONSTRUCTION, TYPICAL. P.O.C. TO EXISTING WATER SYSTEM CONNECT TO EXISTING WATER SOUR CONTRACTOR TO VERIFY WATER SUFrILT AINU PRESSURE PRIOR TO PLACEMENT WITH PROJECT SUPERINTENDENT. COORDINATE EXACT LOCATION WITH PROJECT SUPERINTENDENT BEFORE INSTALLATION. STEVENS CREEK BLVD. L/\IV 1 IIVV II\I \I V/"tI IVIV I V 1\LIVI/-%lI V. VVIV I I\/ -IV IV I x TO REPAIR, REPLACE, OR ADD NEW EQUIPMENT SO THAT EXISTING IRRIGATION SYSTEM REMAINS OPERATIONAL AND MAINTAINS FULL COVERAGE DURING CONSTRUCTION, TYPICAL L ❑❑d U m E ❑®❑ ❑❑❑ L ❑❑d P ®❑❑®❑ L ❑❑d =❑❑ Arm®LLLr ❑ C EEE ❑❑®❑o ®❑ U®❑❑®❑ L ❑❑d Sam®❑ S LU ❑ ❑ LIL[Er C ❑❑ ❑®❑m 1570 O❑E❑m❑d R❑❑d (408) 487E2200 S ❑❑ J ❑=DCA 95131 ❑ M ❑ m m❑ �PNDSCAP �F.� G�SON DF,Q q'QcS- N0. 5953 J � Signature # A Ren ' Renewal // # s Dake P T\F OF CA1 SFO/ �e U) LLJ Fm Lu Z LU 15 LU cf) O a GRAPHIC SCALE Q 20 0 10 20 40 80 LU z In Feet ~ 1 inch = 20 feet W IRRIGATION LEGEND W W a.a � DESCRIPTION SYMBOL WATER METER 13 REDUCED PRESSURE BACKFLOW DEVICE O ELECTRIC IRRIGATION CONTROLLER IA Q O WEATHER SENSOR W D Q PVC BALL VALVE ►. J REMOTE CONTROL VALVE, PRESSURE REGULATOR & FILTER FOR DRIP SYSTEMS QUICK COUPLER Q TREE BUBBLER O NON PRESSURE LATERAL LINE DRIPZONE LATERAL LINE �••�••�••�tCAG DATE DESCRIPTION OJECT NOD 5202.00 PRESSURIZED SUPPLY LINE (MAINLINE) DWG �I1El 520200[RC.DWG SIGNEE Bill] J� SLEEVE (4" UNLESS OTHERWISE NOTED) — —AWN Boo AMC ECnED BD❑ J # STATION # # GPM GPM GPM XII SIZE II VALVE TAG APPROX. LENGTH OF XXXX, DRIP TUBING CENTER ZONE TYPE FFFn NOTES; 1. SEE SHEET L1.02 FOR IRRIGATION LEGEND AND NOTES. 2. IRRIGATION PLANS ARE DIAGRAMMATIC FOR GRAPHIC CLARITY. 3. CONTRACTOR TO CONFIRM EXISTING CONTROLLER IS IN COMPLIANCE WITH CURRENT CITY CODE. IF NOT, IRRIGATION CONTROLLER TO BE REPLACED WITH CONTROLLER PER IRRIGATION LEGEND ON SHEET L1.02. IRRIGATION PLAN L1.01 a N O O N I -- — 1 1 ❑ATE 7112018 1 DRIP IRRIGATION LINES 1 SCALE r,=20' © HMH 1 # STATION # # GPM GPM GPM XII SIZE II VALVE TAG APPROX. LENGTH OF XXXX, DRIP TUBING CENTER ZONE TYPE FFFn NOTES; 1. SEE SHEET L1.02 FOR IRRIGATION LEGEND AND NOTES. 2. IRRIGATION PLANS ARE DIAGRAMMATIC FOR GRAPHIC CLARITY. 3. CONTRACTOR TO CONFIRM EXISTING CONTROLLER IS IN COMPLIANCE WITH CURRENT CITY CODE. IF NOT, IRRIGATION CONTROLLER TO BE REPLACED WITH CONTROLLER PER IRRIGATION LEGEND ON SHEET L1.02. IRRIGATION PLAN L1.01 a N O O N I -- 11 U a U) 0 0 N 0 LO N Z O U 0 Of 0_ J 0 0 N O N LO U) U w O Of Q. M INSTRUCTIONS TO BIDDERS A. SUBMITTALS ■ Bids shall be submitted in sealed envelopes bearing on the outside the name of the bidder, the bidder's address and the name of the project for which the bid is being submitted. Bids shall be delivered to Owner or general contractor responsible for reviewing and processing bids. B. EXAMINATION OF CONSTRUCTION DOCUMENTS AND SITE ■ Each bidder shall inspect the construction documents (drawings and specifications) and site of the proposed project. The submission of a bid shall constitute and acknowledge that the bidder is familiar with all conditions which might affect the contemplated project. ■ Any discrepancies shall be brought to the immediate attention of the Owner. Contractor shall assume all necessary revisions due to failure to give such notification. C. REJECTION OF ALL BIDS ■ The Owner reserves the right to any time prior to the award, to reject all bids. The Owner also reserves the right to accept other than the lowest bidder, to accept one (1) part of a proposal and to waive any technical informalities in any proposal. D. WITHDRAWAL OF BID ■ A bidder may withdraw the bid without prejudice, provided a written request for such withdrawal is delivered to the Owner prior to the commencement of the opening of bids. GENERAL CONDITIONS A. DEFINITIONS ■ Unless otherwise specifically defined herein, or unless the context requires a different meaning, all words, abbreviations, symbols, terms and phrases having a well known or technical meaning shall be so construed. ■ Whenever in these specifications, or in any documents or instruments where these specifications govern, the following terms are used, the intent and meaning thereof shall be as follows: CONTRACT - Represents the entire and integrated agreement between the Owner and the Contractor. The contract documents form the Contract for construction. CONTRACT DOCUMENTS - These specifications, the drawings, addenda issued prior to execution of the Contract, and the Contract between the Owner and the Contractor. CONTRACTOR - The person or entity whose bid is accepted and to whom the Contract is awarded. LANDSCAPE ARCHITECT The professional services firm who prepared the project drawings and specifications for the Owner. OWNER - Is the person or entity identified as such in the Contract. WORK - The term "work" or "project" means the construction and services required by the Contract Documents and includes providing all labor, materials, equipment, transportation, tools, and incidentals necessary to complete the work in a satisfactory manner by licensed contractor and experienced workers. B. CONSTRUCTION PROCEDURE ■ Contractor shall not be relieved of obligations to perform the work in accordance with the Contract Documents either by activities or duties of the Owner, Landscape Architect, or by tests, inspections or approvals required or performed by persons other than the Contractor. C. SUBCONTRACTS ■ Contractor shall set forth in the bid the name and the location of each subcontractor who will perform work or labor or render service to the Contractor in or about the construction of the work. ■ Contractor must have the written consent of the Owner to substitute a subcontractor other than that designated in the bid. D. DRAWINGS AND SPECIFICATIONS ■ The contractor shall keep at the project site a copy of the drawings and specifications. In the event a discrepancy exists between figures and/or drawings, the discrepancy shall be immediately submitted to the Owner for clarification. Any adjustment made by the Contractor without obtaining such clarification from the Owner shall be at the Contractor's risk and expense and be subject to removal if said adjustment does not meet the approval of the Owner. ■ The Contract documents, as defined herein, are intended to be read together to describe a complete and finished piece of work, including all labor, materials and equipment necessary for the proper execution of the project. Anything in the specifications and not on the drawings, or on the drawings and not in the specifications, shall be as though shown or mentioned in both. E. SHOP DRAWINGS OR PRODUCT DATA AND SAMPLES ■ Shop drawings, product data, samples, and similar submittals are not contract documents. The purpose of their submittals is to demonstrate for those portions of the work for which submittals are required the way the Contractor proposes to conform to the information given and the design concept expressed in the drawings. ■ The Contractor shall review, approve, and submit such submittals required by the contract documents with reasonable promptness and in such sequence or to cause no delay in the work. ■ Landscape Architect shall review and approve or take other appropriate action on the contractor submittals, such as shop drawings, product data, samples and other date, which the contractor is required to submit, but only for the limited purpose of checking for conformance with the design concept and the information shown in the construction documents. This review shall not include review of the accuracy or completeness of details, such as quantities, dimensions, weights or gauges, fabrication processes, construction means or methods, coordination of the work with other trades or construction safety precautions, all of which are the sole responsibility of the contractor. review of a specific item shall not indicate that the landscape architect has reviewed the entire assemble of which the item is a component. Landscape Architect shall not be responsible for any deviations from the construction documents not brought to the attention of the Landscape Architect in writing by the contractor. F. CHANGE ORDERS ■ The Owner may at any time prior to acceptance of the work, by written order to Contractor and without notice to sureties, increase or decrease the estimated quantity of work or material, make alterations, deviations, additions to or omissions from the drawings and specifications, and make changes in the project as may be deemed necessary or advisable, within the general scope thereof. ■ No claim for additional work or material will be allowed unless supported by a written Change Order signed by the Owner and the Contractor stating their agreement upon all of the following: - Change in the work. - Amount of the adjustment in the Contract sum, and - Extent of the adjustment in the Contract time, if any. G. CONTROL OF MATERIALS ■ Materials, parts and equipment to be furnished by the Contractor shall be new, unless otherwise specified in these specifications or noted on the drawings. The materials shall be manufactured, handled, and used in a workmanlike manner. ■ All materials shall be subject to rigid inspection and if, in the opinion of the Owner the same do not comply with the contract documents, said materials shall be rejected and immediately removed from the premises at the expense of the Contractor. ■ Manufacturers warranties, guaranties, instructions sheets and parts lists, which are furnished with certain articles or materials incorporated in the work, shall be delivered to the Owner prior to acceptance of the work. H. SAMPLES AND TESTS ■ The Contractor shall furnish such samples of all materials as requested by the Owner without charge. Labor and equipment necessary for the furnishing of such samples shall be the responsibility of the Contractor. I. SUBSTITUTION OR EQUIVALENTS ■ For convenience in designation on the drawings or in the specifications, certain articles or materials to be incorporated in the work may be designated under a trade name or the name of a manufacturer and catalogue number. Subject to approval by the Owner or Landscape Architect, an alternative article or material may be utilized. ■ The burden of proof as to the quality and suitability of alternatives shall be upon the Contractor. J. CERTIFICATES OF COMPLIANCE ■ When requested, Contractor shall furnish the Owner with a Certificate of Compliance stating that the material substantially meets the specifications K. INDEMNIFICATION ■ The obligations of the Contractor under this section shall not extend to the liability of the Landscape Architect, the Landscape Architect's consultants, and agents and employees of any of them arising out of (1) the preparation or approval of maps, drawings, opinions, reports, surveys, change orders, designs or specifications, or (2) the giving of or the failure to give directions or instructions by the Landscape Architect, the Landscape Architect's consultants, and agents and employees of any of them provided such giving or failure to give is the primary cause of the injury or damage. L. SAFETY OF PERSONS AND PROPERTY ■ The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the performance of the Contract. ■ The Contractor shall take reasonable precautions for safety of, and shall provide reasonable protection to prevent damage, injury or loss to: employees on the work and other persons who may be affected thereby, the work and materials and equipment to be incorporated therein, whether in storage on or off the site, under care, custody or control of the Contractor or the Contractor's subcontractors, and other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. ■ The Contractor shall give notices and comply with applicable laws, ordinances, rules, regulations and lawful orders of public authorities bearing on safety of persons or property or their protection from damage, injury or loss. ■ The Contractor shall so conduct operations as to offer the least possible obstruction and inconvenience to the public. The Contractor shall have under construction no greater amount of work than can be performed properly with due regard to the rights of the public. M. PROJECT SITE MAINTENANCE ■ Throughout all phases of construction, and until acceptance of the work, the Contractor shall keep the project site clean and free from rubbish and debris. ■ Costs incurred due to cleanup operations shall be as included in the prices bid for the various items of work and no separate payment will be made therefor. N. AIR POLLUTION ■ Contractor shall comply with all air pollution control rules, regulations, ordinances and statutes which apply to any work performed pursuant to the Contract and shall not discharge smoke, dust or any other air contaminants into the atmosphere in such quantity as will violate the regulations of any legally constituted authority. 0. NOISE CONTROL ■ Contractor shall comply with all local sound control and noise level regulations and ordinances which apply to any work performed pursuant to the Contract, and shall make every effort to control an undue noise resulting from the construction operation. P. PESTICIDES/HERBICIDES ■ Contractor shall comply with all rules and regulations of the Department of Food and Agriculture, the Department of Health, the Department of Industrial Relations and all other agencies which govern the use of pesticides/herbicides required in the performance of the work. Q. DUST CONTROL ■ The Contractor shall abate dust nuisance by cleaning, sweeping and sprinkling with water, or other means as necessary, and shall save the Owner free and harmless from any claim for loss or damage sustained by others and resulting from operations on the project site. R. UTILITIES ■ When placing concrete around or contiguous to any utility, the Contractor shall assume responsibility for costs to furnish and install a cushion of expansion joint material, clear opening or sleeve, or by other suitable means shall prevent embedment in or bonding with the concrete. S. PATENTS AND ROYALTIES ■ The Contractor shall absorb in its bid, the patent fees or royalties on any patented article or process which may be furnished or used in the work. The Contractor shall indemnify and hold the Owner harmless from any legal actions that may be brought from infringement of patents. T. REPAIRS AND REPLACEMENT ■ Costs incurred due to repair or replacement of defective or damaged work shall be the responsibility of the contractor. U. PROJECT MAINTENANCE ■ Project maintenance is required after the project is complete. A lack of maintenance in area such as, but not limited to irrigation and planting operations may result in damage to property and/or persons. Contractor acknowledges and agrees that, as between parties to the contract, the contractor is solely responsible for the results of any lack of or improper maintenance. CLEARING and GRUBBING A. GENERAL ■ Contractor shall provide all labor, materials, and equipment for clearing and grubbing operations performed in advance of grading operations. ■ Clearing and grubbing shall consist of removing all natural and artificial objectionable materials within the limits of construction. ■ Except as indicated on the drawings, materials removed shall not be incorporated in the project. ■ Depressions caused by the removal of objectionable materials shall be backfilled and compacted with materials equal to the surrounding soil. B. PRESERVATION OF PROPERTY ■ Costs incurred due to repair of replacement of existing improvements which are not designated for removal and which are damaged as a result of construction operations shall be the responsibility of the Contractor. ■ Replacements shall be at least equal to the conditions when Contractor entered upon the work, and shall match them in finish and dimension. Plant material shall be replaced with the same species, size, and in the original location (unless otherwise designated). C. REMOVAL and DISPOSAL OF MATERIAL ■ All materials removed shall be disposed of off-site. Burning shall not be permitted. No accumulation of flammable material shall remain on or adjacent to the project site. ■ Abandoned pipes shall be capped or plugged in a manner suitable to site supervisor or agency inspector. FINE GRADING A. GENERAL ■ Contractor shall provide all labor, materials and equipment to perform all fine grading operations as indicated on the drawings and specified herein. See geotechnical, civil, and structural drawings for other earthwork specifications/recommendations. ■ The Contractor shall provide all lines and grades necessary to properly carry on the work. Any work which is not found to comply with the lines and grades shown on the drawings shall be altered or removed and replaced by, and at the expense of, the Contractor. ■ All bench marks monuments and other referencep Dints shall remain undisturbed. B. GRADING OPERATIONS ■ Finished surfaces in all cases shall conform to the lines, grades, cross sections and dimensions indicated on the drawings. ■ Finish grades shall be well compacted, reasonably smooth, ensuring positive drainage, free of abrupt grade changes, irregularities, water pockets or discontinuities in surface level. Grades shall flow away from structures and in accordance with local jurisdictional requirements. Finish grade adjacent to paved areas, curbs, valve boxes and similar features shall be one inch (1 ") below the finished surface for turf areas, and two to three inches (2" - 3") below the finished surface for ground cover areas. Areas adjacent to hardscape should be graded so 3" layer of mulch does not over spill onto adjacent surface. ■ No grading shall be done when the moisture content of the soil is so great that excessive compaction will occur, nor when it is so dry that dust will form in the air or that clods will not break readily. ■ Grading shall be completed prior to weed abatement operations and soil preparation. ■ Grading shall be to the dimensions and elevations indicated on the drawings, of sufficient width to provide clearances for setting of forms and inspection of the various classifications of work. ■ Concrete for footings shall be placed against native grade or certified compacted subgrade prepared per geotechnical report. ■ Grading excavations shall be level, free from loose material, and free from standing water. C. COMPACTED FILL ■ Fill material shall be composed of satisfactory excavated material or approved imported soil and shall be evenly spread in uniform continuous horizontal layers per geotechnical report. D. BACKFILL ■ Excavated material, approved for backfilling by geotechnical engineer, shall be free from large clods, stones and other objectionable materials, exceeding three inches (3") in diameter; and deposited in accordance with the requirements for compacted fill as specified herein. ■ Trenches that settle below grade shall be reopened to a depth required for proper compaction, refilled and compacted to indicated surface elevation. ■ Compaction of backfill by ponding and jetting will not be permitted. E. UNSUITABLE MATERIALS ■ Unsuitable materials as determined by the Owner shall be removed from the project site. Arrangements for disposal of the material at off-site locations shall be made with the City's/Owner's written consent of the property upon which such material will be disposed. DRAINAGE A. GENERAL ■ Contractor shall provide all labor, materials, and equipment to furnish and install drainage systems as indicated on the drawings and as specified herein. Cross reference civil engineering drawings for connections and coordinated drainage systems. ■ Contractor shall maintain the project site throughout the progress of the work in a reasonable, dry, workable condition, free of surface water. ■ Contractor shall be responsible for all cutting and patching of new or existing walks, curbs and pavements required for proper installation of drainage systems. ■ In order to make any necessary adjustments, connections that are to be made to an existing pipe, catch basin or other appurtenances shall be exposed and inspected before laying new pipe. B. HORIZONTAL SUBDRAINS ■ Drainage systems shall be as indicated and installed as detailed on the drawings. ■ Pipe shall be as indicated on the drawings and laid and jointed in accordance with generally accepted practice and to line and grade as designated on the drawings. ■ Interior of pipe shall be thoroughly cleaned of all foreign matter prior to, during, and after installation in the trench. AHH"H---- L ❑❑d U m E ❑ TIME ❑❑1I LT -d PTIF TFTT LFA TmTT ArmT❑mr ❑ c TUFF ❑❑U❑ --H❑ U M ❑ ❑=❑ L ❑-d S --mFT-❑ S rn-❑ -I ❑rn- C ❑T T❑Ir❑m 1570 OF]-T❑❑d R❑❑d (408) 48712200 S1 1 1J I 1 ICA 95131 ❑M❑==❑ �_ODSCApF O q F. ON D c S F � R ti G � \i _ N0. 5953 n J Signature 3/31/18 # Renewal Date # Date Q- STgTF OF CAL\FG��\ Y cn LLJ FM Z W � LLJ V LU U)OU W a Z LU LLJ LLJ a. FM am U O U) O a � Z � J T NO I DATE I DESCRIPTION PROJECT NO❑ 5202.00 CA- ❑WG :111E- 520200SPC.:IWG ❑ES:GNE Boo J:1 ❑RAWN BC ❑M❑ CI EC E B JI TATE 7 112018 SCALE NONE © HMH LANDSCAPE SPECIFICATIONS L3.01 U a U) 0 0 N 0 N LO Z O U 0 Of a g 0 0 N O N LO U) U w O o. NON -VEGETATIVE SITE MATERIALS A. WEED ABATEMENT AND SOIL TREATMENT ■ Contractor shall apply, in areas to be installed with subbase materials, a selective pre -emergent, surface -applied herbicide. Rates and application method shall be as recommended by manufacturer. ■ Visible weeds shall be sprayed with a non-selective, post -emergent herbicide. Application method shall be as recommended by manufacturer. ■ Contractor shall apply spray chemicals when air currents are still; preventing drifting onto adjoining property and preventing any toxic exposure to persons whether or not they are in, or near, the project. B. AGGREGATE SUBBASE MATERIAL ■ Aggregate subbase material shall be as specified in the project geotechnical report. ■ Material shall be of such nature that it can be compacted readily under watering and rolling to form a firm, stable base that is spread in one (1) operation, free from pockets of large fine material. C. SAND SUBBASE MATERIAL ■ Sand utilized for subbase material shall be as specified in the project geotechnical report OR consist of natural or manufactured granular material free of clay, deleterious amounts of organic material broken glass, cans or other substances not suitable for the purposes intended. Samples should be submitted prior to project order for approval. D. SAND FOR SURFACE AREAS ■ Sand for surface areas shall consist of natural or manufactured granular material free of clay, deleterious amounts of organic material, broken glass, cans or other substances not suitable for the purposes intended. Washed concrete sand shall be thoroughly and uniformly washed. Plaster sand is unacceptable for play areas. Samples should be submitted prior to project order for approval. E. DECOMPOSED GRANITE ■ Decomposed granite shall be the product of crushing rock or gravel; clean, hard, sound, durable, uniform in quality, and free of any detrimental quantity of soft, friable, thin, elongated or laminated pieces, disintegrated material, organic matter, oil, or other deleterious substances. Calor shall be as indicated on the drawings or selected by Landscape Architect. ■ Geotextile fabric, if applicable, shall be TenCrate Mirifi Type N -Series, nonwoven polypropylene geotextile fabric or equal, unless otherwise noted in detail or materials list. TEMPORARY ASPHALTIC CONCRETE PAVING A. GENERAL ■ Contractor shall provide all labor, materials and equipment for furnishing, spreading, compacting and finishing asphaltic concrete paving as indicated on the drawings and specified herein. ■ Prior to placement of asphaltic concrete, Contractor shall be responsible for establishing subgrade and providing drainage in accordance with the Fine Grading Section, and performing weed abatement operations as specified herein. B. WEED ABATEMENT AND SOIL TREATMENT ■ Contractor shall apply an approved selective pre -emergent, surface -applied herbicide. Rates and application method shall be as recommended by the manufacturer. ■ Visible weeds shall be sprayed with an approved non-selective, post -emergent herbicide. Rates and application method shall be as recommended by the manufacturer. ■ Contractor shall apply spray chemicals when air currents are still; preventing drifting onto adjoining property and preventing any toxic exposure to persons whether or not they are in, or near, the project. C. MATERIALS ■ Asphaltic concrete shall be the product of mixing coarse and fine aggregate with paving asphalt at a central mixing plant until all aggregate particles are uniformly coated. ■ Paving asphalt shall be steam -refined, produced from crude asphaltic petroleum or a mixture of refined liquid asphalt and refined solid asphalt. Paving asphalt shall be homogeneous and free from water and residues obtained by the artificial distillation of coal, coal tar or paraffin oil. ■ Aggregates shall be clean and free from decomposed or organic materials, and other deleterious substances. D. REPAIR AND REPLACEMENT ■ Costs incurred due to repair or replacement of defective or damaged work shall be the responsibility of the Contractor. CONCRETE A. GENERAL ■ Contractor shall provide all labor, materials and equipment to construct concrete items as indicated on the drawings and specified herein. ■ Concrete shall consist of portland cement, fine aggregate (sand), coarse aggregate and water, proportioned and mixed to attain a twenty-eight (28) day compressive strength of at least 2,500 pounds per square inch with a slump not to exceed three inches (3"). Concrete shall not contain reactive aggregate or calcium chloride. ■ In addition to complying with all pertinent codes and regulations of local governing agencies, Contractor shall comply with all pertinent recommendations contained in "Recommended Practice for Concrete Formwork", publication 4347-78 of the American Concrete Institute. B. MATERIALS ■ Cement shall be Type II low alkali portland cement conforming to ASTM C-150. Cement shall be of the same brand and type used throughout the project. ■ Sand shall consist of natural or manufactured granular material, free of deleterious amounts of organic material, mica, loam, clay, and other substances not suitable for portland cement concrete. Sand shall be thoroughly and uniformly washed. ■ Coarse aggregate shall be composed of gravel or a blended mixture of crushed rock and gravel containing no more than fifty (50) percent of crushed rock particles having all faces fractured and not less than twenty-five percent (25%) of gravel. Aggregates shall not exceed a diameter of one and one-half inches (1 1/2"). Blending shall produce a uniform, consistent percentage of each. Rock products shall be clean, hard, sound, durable, uniform in quality and free of any detrimental quantity of soft, friable, thin, elongated or laminated pieces, disintegrated material, organic matter, oil, alkali, or other deleterious substances. ■ Water shall not contain deleterious substances or any amount of impurities that will cause a change in the time of setting. The amount of water used in the mixture shall not exceed the amount necessary to permit material placement and consolidation. C. FORMS ■ Forms shall be free of warp, set plumb and true to line and grade with upper edges flush with specified grade or finished surface of the constructed improvement, and not more than one-half inch (1/2") less in depth than the specified thickness of the edge of the concrete to be placed. ■ Wooden forms shall have a net thickness of at least one and one-half inches (1 1/2") and shall be free of imperfections which would impair the strength for the use intended. Forms shall be secured by nailing to side stakes of sufficient length and cross-sectional area to adequately resist lateral displacement during placement of concrete. Forms shall be clean and shall receive a coat of light oil immediately prior to placing concrete. Benders or thin plank forms may be used on curves. ■ Metal forms shall have sufficient rigidity to resist springing during placement of concrete. Forms shall be secured by means of metal stakes designed so as to be driven below the top of the forms through openings, locking them into position. D. REINFORCEMENT ■ Reinforcement shall conform to the dimensions and details shown on the drawings and shall be cleaned thoroughly of all rust, mill scale, mortar, oil, dirt, or coating of any character which would be likely to destroy or impair its proper bonding with the concrete. ■ Reinforcing steel, where indicated on the drawings, shall be Grade 40 or Grade 60 billet steel, conforming to ASTM A-615. ■ Wire mesh reinforcement, where indicated on the drawings, shall conform to ASTM A-185. E. PLACING CONCRETE ■ Install embedded items accurately in their proper locations, secured against displacement, prior to placing concrete. ■ Concrete shall be placed on native grade, certified compacted subgrade, or subbase material, free of all loose and extraneous material, sufficiently dampened to ensure that no moisture will be absorbed from the fresh concrete. ■ Concrete shall be distributed uniformly and thoroughly vibrated in a manner that will encase the reinforcement, fill the forms and bring the surface true to grade and cross-section. ■ Equipment used shall not have any aluminum components coming into direct contact with the concrete. F. FINISHING ■ Concrete surfaces shall be floated prior to steel troweling. Formed edges shall be rounded to a radius of one-half inch (1/2"). Edges at expansion joints shall be rounded to a radius of one-half inch (1/2"). ■ Concrete finishes shall be as indicated on the drawings and specified herein. ■ No advertising impressions, stamp or mark of any description will be permitted on surface of concrete. ■ Concrete shall not be covered with plastic sheeting. ■ Broom finish, where indicated on the drawings, shall be performed after finish troweling by drawing the following broom types across the narrowest width of the concrete or in the direction as indicated on the drawings. ■ Fine Broom - Push with fine or soft textured bristles. ■ Medium Broom - Push with medium or medium stiff bristles. ■ Heavy Broom - Push with coarse or stiff bristles. ■ Rock salt finish, where indicated on the drawings, shall be performed by applying rock salt evenly over entire surface just prior to the finish troweling. Press salt crystals into the surface with sufficient trowel pressure so that salt is embedded just barely below surface leaving the tops of the crystals exposed. Cure finished surface in accordance with generally accepted practice. ■ Colored concrete, where indicated on the drawings and per materials list and installed per manufacturer recommendations. ■ Stamped concrete, where indicated on the drawings, shall be performed by applying special forming tools while concrete is still in the plastic stage of set. Desired pattern shall be as indicated on the drawings. Contractor shall be licensed, tooled, and trained for stamping product being used. ■ Sandblasted Finish, where indicated on the drawings, shall be performed after finish troweling by blowing the surface granules with an air -pressure hose and fine grain silicon sand. Contractor shall do a test sample for approval prior to completing entire area to be sandblasted. G. JOINTS ■ Expansion joints shall be as indicated on the drawings and at corners, radius points and at regular intervals not to exceed twelve feet (12') on center. Set premolded expansion joint strip below finished surface, temporarily secured to top of expansion strip or use a removable plastic filler strip. Expansion joints shall be sealed per detail callout. ■ Scored control joints shall be tooled to a minimum depth of three-quarters inch (3/4") and a radius of one -eighths inch (1/8") at five foot (5) intervals or per plan. ■ Saw cut joints, where specified shall be as indicated on the drawings or at intervals not to exceed twelve feet (12') on center, and shall be cut to a minimum depth of three-quarters inch (3/4") and a width not to exceed one-quarter inch (1/4"). H. CURING ■ Curing compound shall form an impervious membrane and shall be a blend of pure waxes and alkali -resistant pigments in a solvent emulsion and installed per manufacturer recommendation. ■ Spraying of curing compound shall commence as soon as free water leaves the surface but no later than three (3) hours following placement of concrete. MASONRY A. GENERAL ■ Contractor shall provide all labor, materials and equipment to construct masonry structures conforming to the dimensions and details indicated on the drawings and specified herein. B. MATERIALS ■ Hollow load bearing (CMU) masonry units shall be made with sand -gravel aggregate and shall conform to ASTM C-90 for Grade N-1 units, free of cracks or defects. Net size of units shall be shown on the drawings. ■ Brick shall be whole, sound, hard burned, give a clear ringing sound when struck together, and be uniform in quality. Brick shall be clean and free of dust or other foreign materials. Net size, color and texture of units shall be as shown on the drawings. ■ Stone shall be uniform in quality; clean and free of dust or other foreign materials. ■ Mortar used in masonry construction shall be one (1) part portland cement to two and one-half (2 1/2) parts of sand, to which one-quarter (1/4) to one-half (1/2) part hydrated lime or lime putty has been added. Color shall be as indicated on the drawings or as selected by Landscape Architect. ■ Grout for use in spaces less than two inches (2") clear in dimension shall be one (1) part portland cement and two and one-quarter (2 1/4) to three (3) parts sand. For spaces four inches (4") or larger add one and one-quarter (1 1/4) to two (2) parts of aggregate. ■ Water shall be free of any amount of impurities that will cause change in the time of setting of portland cement. Quantity of water shall be the minimum required to produce a mixture sufficiently workable for the purpose intended. ■ Cement shall be Type II low alkali portland cement conforming to ASTM C-150. Cement shall be of the same brand and type used throughout the project. ■ Sand shall consist of natural or manufactured granular material, free of deleterious amounts of organic material, mica, loam or clay, conforming to ASTM G-404 for grout and ASTM C-144 for mortar. Sand shall be thoroughly and uniformly washed. ■ Coarse aggregate shall be composed of gravel or a blended mixture of crushed rock and gravel. Rock products shall be clean, hard, sound, durable, uniform in quality and free of any detrimental quantity of soft, friable, thin, elongated or laminated pieces, disintegrated material, organic matter, oil, alkali or other deleterious substance. ■ Reinforcing steel shall be Grade 40 or Grade 60 billet steel conforming to ASTM A-615. Varying grades shall not be used interchangeably in any one wall. C. INSTALLATION ■ All work shall be performed in compliance with applicable local building ordinances and Uniform Building Code and Masonry Design Manual. ■ All walls shall be laid true, level, and plumb, and unless otherwise indicated on the drawings. Brick and concrete block shall be laid in a running bond pattern. ■ Brick and stone shall be clean, wetted immediately before laying and shall be laid on a full mortar bed with "push joints". ■ Concrete block which becomes wet shall be permitted to dry before commencing work. ■ Mortar joints for brick and concrete block shall be straight, clean, uniform in thickness of not less than three-eighths of an inch (3/8"), tooled to produce a slightly concave surface, and well bonded at edges. ■ Mortar joints for stone shall be tooled to produce a slightly concave surface, and well -bonded to stone at edges. ■ Contractor shall provide expansion joints at corners and at thirty feet (30') on center or as required by local code. ■ All bolts and anchors to be inserted in the wall shall be solidly grouted in place. ■ Contractor shall provide weep holes in first or second layer of brick as indicated in details on drawings or as required. D. REINFORCEMENT ■ Reinforcement shall be placed as indicated on the drawings and as required by building codes. ■ Horizontal steel for concrete block walls shall be laid in a course of bond beam block filled with grout. ■ For concrete block walls, a vertical dowel shall be provided in the foundation for each vertical bar. Vertical cores containing steel shall be filled solid with grout. E. LAYING PAVERS ■ Spread and screed setting bed to a uniform thickness, except for minor variations required to produce a true surface, level in plane or uniformly spread for drainage as shown on drawings. ■ Setting bed shall be three-quarter inch (3/4") minimum and one and one-quarter inch (1 1/4") maximum. ■ Apply a thin layer of cement paste (1/32" to 1/16") by brushing or troweling over setting bed or to bottom of brick. Set and level each brick. F. GRAFFITI CONTROL ■ Product shall be Graffiti Control as manufactured by Sure Klean or an approved equal. ■ Deliver materials in manufacturer's original unopened containers. ■ Rates and application method shall be as recommended by the manufacturer. ROUGH CARPENTRY A. GENERAL ■ Contractor shall provide all labor, materials and equipment to construct wooden structures conforming to the dimensions and details indicated on the drawings and as specified herein. B. MATERIALS ■ Lumber shall be straight; free from large, loose or unsound knots or knot clusters, scars, decay, holes, insect damage, and other defects or imperfections that would materially impair the strength or durability. Splits shall be no longer than the butt dimension. No cracks will be permitted. No nails, spikes, or other metal shall be present. ■ Douglas fir, where indicated on the drawings, shall conform in all particulars to the Standard Grading Rules for Western Lumber published by the Western Wood Products Association. ■ Cedar, where indicated on the drawings, shall conform in all particulars to the Standard Grading Rules for West Coast Lumber. ■ Redwood, where indicated on the drawings, shall conform in all particulars to the Standard Specifications for Grades of California Redwood of the Redwood Inspection Service. ■ Plywood, where indicated on the drawings, shall be manufactured and graded in accordance with the rules of the American Plywood Association and the latest Product Standard for Softwood Plywood, Construction and Industrial, of the National Bureau of Standards. Each sheet of plywood shall bear the official stamp of a quality control agency stating the grade of the sheet. ■ Poles, where indicated on the drawings, shall be cut from sound, live, close -grained trees, machine peeled with all branch stubs and overgrown knots trimmed flush with the surface. AHH"t+ L ❑❑d U m E ❑ TIME ❑❑1I LT -d PTIF TFTT LF dTm❑T ArmT❑mr ❑ C TTTE ❑❑I[fl❑:' H❑ U FW ❑ ❑=❑ L ❑-d S --mFT-❑ S rn-❑ T ❑rn- C ❑T TTTTm 1570 O❑ETO❑d R❑❑d (408) 48712200 S1 11 1J 1 1 11 ICA 95131 ❑M❑=.=❑ <ODSCAP �F.1�) G�SON DFQ q QL 61 'P _ N0. 5953 n J � Signature 3/31/18 # Renewal Date # Date P STgTF OF CAL\FO��\ Y cn UJ � UJZ � LU V UJ N O U W a Z UJ> LU UJ yam U O � O � � Z � J T C. TREATMENTS AND PRESERVATIVES ■ Type of pressure treatment or preservative shall be as indicated on the drawings and shall conform with the applicable standards contained in the Manual of Recommended Practice of the American Wood Preservers Association. Contractor shall furnish a Certificate of Compliance for each load of pressure treated lumber to Owner. ■ Where a particular method of pressure treatment is not indicated on the drawings, the lumber shall be conditioned, seasoned, prepared and treated by the empty cell pressure process with pentachlorophenol with six -tenths (0.60) pounds per cubic foot retention. Penetration shall be determined by the pentor check method. ■ Where practical, treated wood shall be cut to final size and trimmed prior to treatment. If site sawing or drilling is necessary, cut surfaces shall be thoroughly brushed with two (2) coats of the same kind of preservative in conformance with AWPA Specification M-4. NO DATE DESCRIPTION PROJECT NO❑ 5202.00 CA- ❑WG ❑:LE- 520200SPC.:IWG ❑ES:GNE B❑❑ J:1 ❑RAWN B❑- IWO CI EC E B J I TATE 7 112018 SCALE NONE ©HMH ■ Portions of posts which are to be embedded in earth or concrete shall be brushed LANDSCAPE before installation with two (2) coats of coal tar bitumen, or approved equal. SPECIFICATIONS Applications shall extend a minimum of one inch (1 ") above finish grade or surface. Spraying will not be permitted. L3.02 11 U a U) 0 0 N 0 N 1.0Z 0 U 0 Of Q_ g 0 0 N O N L0 U) U w 0 Of Q. M D. WORKMANSHIP ■ Framing shall be true and exact. All lumber shall be cut and framed to a close fit and shall have even bearing over the entire contact surface. Shimming will not be permitted. ■ Lumber shall be well nailed or bolted together as indicated on the drawings. Nails shall not be driven closer together than one-half (1/2) their length. Care shall be taken to avoid hammer marks, moons, or saw cuts. ■ Lumber shall be stored neatly in piles on skids in such manner that they may be readily inspected, and shall be handled in a manner that will avoid injury or breakage. PAINTING and STAINING A. GENERAL ■ Contractor shall provide all labor, material, tools, equipment and incidentals for sanding, priming, painting and staining of improvements as indicated on the drawings and specified herein. ■ Contractor shall be responsible for the location, alignment, layout, dimensions and application of paint and stains. ■ Costs incurred for repair or replacement of defective or damaged work, rejected materials or workmanship shall be the responsibility of the Contractor. B. MATERIALS ■ Paints and stains shall be of colors and tints as indicated on the drawings, and shall be applied in accordance with the manufacturer's recommendations and these specifications. Contractor shall submit color samples to the City for approval before applying any paint materials. ■ Paint shall be homogeneous, free of contaminants and of a consistency suitable for use in the capacity for which it is specified. Finished paint shall be well ground and the pigment shall be properly dispersed in the vehicle according to the requirements of the paint. The dispersion shall be of such nature that the pigment does not settle appreciably, does not cake or thicken in the container or become granular or curdled. Paints shall possess properties which in all respects effect satisfactory application, adhesion and curing. Thinning will not be permitted. ■ Paint shall be delivered to the project site in new, unopened, round, airtight containers, appropriately identified with the manufacturer's name, date of manufacture, type of material and lot or batch number. C. WORKMANSHIP AND PROTECTION ■ Paint shall be applied on thoroughly dry surfaces and during periods of favorable weather. ■ Surfaces being covered shall be free from moisture, dust, grease or other deleterious substance which would prevent bonding. ■ Painting shall be done in a neat and workmanlike manner, applied by brush, roller or spray methods. Finished surfaces shall be uniform, free of brush marks, roller stipple texture, runs or skips. Each application of paint shall be thoroughly cured and any skips, holidays, thin areas or other deficiencies corrected before the succeeding application. ■ Contractor shall protect all adjacent improvements against disfigurement as a result of painting operations. D. PAINTING GALVANIZED SURFACES ■ Galvanized surfaces which are to be painted shall be prepared by hand -scraping, brushing with stiff fiber or wire brushes or cleaning with alkaline solution followed by a fresh water rinse. After washing, surfaces shall be roughened by abrasive blasting. Galvanizing shall not be removed during preparation operations. ■ After preparation, apply one (1) coat of zinc dust -zinc oxide primer followed by a vinyl wash pre-treatment and two (2) finish enamel paint coats. E. PAINTING CONCRETE ■ Prior to painting concrete surfaces, a brush coat or surface film of thin cement mortar shall be applied. When the film has set sufficiently the surface shall be rubbed by hand or mechanical means necessary to remove excess mortar and produce a smooth surface of even texture. Finished surfaces shall be washed with water and then with a ten percent (10%) to fifteen percent (15%) muriatic acid wash. Concrete surfaces shall be thoroughly dry and free of dust at time of painting. ■ Paint for concrete surfaces shall be of either epoxy enamel type or acrylic emulsion type applied in not less than two (2) applications producing a uniform appearance. F. PAINTING WOOD SURFACES ■ Wood surfaces shall be prepared for painting by removing any foreign matter by wire brushing, scraping or sanding. All surfaces shall be wiped or dry brushed to remove any dust or chalky residue resulting from preparation operations. ■ Paints, stains, or sealers shall be applied prior to assembling. MISCELLANEOUS METAL A. GENERAL ■ Contractor shall provide all labor, materials, and equipment to furnish and install miscellaneous metal items as indicated on the drawings and as specified herein. ■ This section does not include reinforcing steel for concrete and masonry or items required in connection with irrigation or electrical work. B. WORKMANSHIP ■ Workmanship and finish shall be equal to the best general practice in steel fabricating shops. ■ Portions of work exposed to view shall be finished neatly. All sharp corners and edges that are marred, cut or roughened during erection shall be slightly rounded. C. MATERIALS ■ All materials, prior to fabrications, shall be thoroughly wire brushed and cleaned of all scale and rust. Finished members shall be free from twists, bends or open joints. ■ Miscellaneous metal items shall conform to the dimensions and details as indicated on the drawings. Steel bars, plates and shapes shall conform to ASTM A-36. D. BOLTS, NUTS AND FASTENERS ■ Unless specified otherwise in the details on the drawings, nails and spikes shall be galvanized flat common. ■ Bolts shall be long enough to extend entirely through the nut but not more than one-quarter inch (1/4") beyond. Unless otherwise specified on the drawings, bolts, nuts and lag screws shall be galvanized square head. Carriage bolts shall have truss heads with square shoulder. Washers shall be over -sized of "cut" type. Hales shall be either punched full size, drilled full size, or sub -punched and reamed. ■ Anchor bolts, where applicable, shall be carefully installed to permit true positioning of the bearing assemblies. ■ Framing anchors, where applicable, shall be sixteen (16) gauge, zinc -coated, corrosion resistant sheet steel. E. GALVANIZING ■ Galvanizing shall be performed after fabrication and prior to assembling component parts. ■ Zinc used for galvanizing shall be grade Prime Western conforming to ASTM B-6. Materials shall be galvanized by the hot -dip method or electrode positing process. ■ Galvanized surfaces that are abraded or damaged after zinc coating application shall be thoroughly stripped and cleaned and repaired by a coating of "galvalloy", or approved equal. Finish coat to match existing finish. F. WROUGHT IRON OR TUBULAR STEEL FENCING ■ Material shall be manufactured from coil steel having a minimum yield strength of 50,000 psi. Steel shall be galvanized to meet the requirements of ASTM A-526 with a minimum zinc coating weight of nine -tenths (.90) ounces per square foot hot-dit process. ■ Contractor shall submit detail shop drawings indicating material thickness, type grade, and class; dimension; construction details; and other pertinent data for review and approval by engineer prior to fabrication. drawings shall include catalog cuts, erection details, manufacturer's descriptive data and installation instructions and templates. ■ Contractor shall verify al measurements and shall take all field measurements necessary before fabrication. Exposed fastenings shall be compatible materials, shall generally batch in color and finish, and shall harmonize with the material to which fastenings are applied. Materials and parts necessary to complete each item, even though such work is not definitely shown or specified, shall be included. Poor matching of holes for fasteners shall be cause for rejection. Fastenings shall be concealed where practical. Thickness of metal and details of assembley and supports shall provide strength and stiffness. Joints exposed to weather shall be formed to exclude water. ■ Anchorage shall be provided where necessary for fastening miscellaneous metal items securely in place. Anchorage not otherwise specified or indicated shall include slotted inserts made to engage with the anchor, expansion shields, and power -driven fasteners when approved for concrete; toggle bolts and through bolts for masonry; machine and carriage bolts for steel; and lag bolts and screws for wood. IRRIGATION SYSTEM A. GENERAL ■ Contractor shall provide all labor, materials, and equipment necessary to furnish and install the irrigation system as indicated on the drawings and as specified herein. ■ Coordinate the installation of all irrigation materials with the construction of site amenities and planting. ■ All work on the irrigation system, including hydrostatic, coverage, and operational tests and the backfilling and compaction of trenches shall be performed before planting operations. ■ Drawings are diagrammatic and shall be adjusted as necessary to conform to actual field conditions. Costs incurred due to any adjustment for coverage, including those requested by the Owner relative to the location of irrigation heads as shown on the drawings shall be the responsibility of the Contractor. ■ Point of connection (P.O.C.) and operating pressure (P.S.I.) shall be as indicated on the drawings. Contractor shall verify the location and size of water source, PSI, and electrical supply prior to commencing installation. In case of discrepancy, Contractor shall immediately notify the Owner. B. QUALITY ASSURANCE ■ All local and state laws, rules and regulations governing or relating to any portion of the irrigation system are hereby incorporated into and made a part of these specifications. However, if these specifications call for or describe materials, workmanship or construction of a better quality, higher standard or larger size than is required by the above rules, regulations or requirements, these specifications and the drawings shall take precedence. ■ In the event any equipment or methods indicated on the drawings or specified herein conflict with applicable regulations, Contractor shall immediately notify the Owner or Landscape Architect in writing prior to installation. In case of discrepancy, Contractor shall immediately notify the Owner. ■ Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, and related other equipment, which may be required. Contractor shall carefully investigate the structural and finished conditions affecting the work and install a complete irrigation system within the intent of the drawings and specifications. ■ Manufacturer's warranties shall not relieve the Contractor of liability under the provisions for guarantees. C. MATERIALS LIST ■ Within fifteen (15) calendar days after award of Contract and prior to installation, the Contractor shall submit to the Owner a list of materials including the manufacturer, description, model number and installation data. ■ Equipment or materials installed or furnished without prior written acceptance maybe rejected and such materials removed from the site at the Contractor's expense. D. PRODUCT DELIVERY, STORAGE AND HANDLING ■ Contractor shall exercise care in handling, loading, unloading and storing of irrigation materials and equipment. E. PLASTIC PIPE ■ Plastic pipe, where indicated on the drawings, shall be injection molded, rigid, unplasticized polyvinyl chloride (PVC), NSF approved, of high tensile strength, chemical resistant and impact strength, and depending on class and grade, conform to ASTM 2241 or ASTM D-1785. ■ Fittings and couplings shall be threaded PVC Schedule 80 conforming to ASTM D-2464, or slip -fitting, tapered socket, solvent -weld type, PVC Schedule 40 conforming to ASTM D-2466 or PVC Schedule 80 conforming to ASTM D-2467. ■ Solvent cement and primer for rigid PVC solvent -weld pipe and fittings shall be of commercial quality, IAPMO approved, conforming to ASTM D-2564. F. BRASS PIPE ■ Brass pipe, where indicated on the drawings, shall be 86% red brass, American National Standards Institute, Schedule 40 screwed pipe, conforming to Federal Specifications WW -P-351. ■ Fittings shall be medium brass, screwed 125 pound class, conforming to Federal Specifications WW -P-460. G. GALVANIZED PIPE ■ Galvanized steel pipe, where indicated on the drawings, shall be ASA Schedule 40 mild steel screwed pipe. Fittings shall be medium galvanized screwed beaded malleable iron. ■ All galvanized pipe and fittings installed below grade shall be painted with two (2) coats of Koppers #50 Bitumastic, or approved equal. Pipes may be wrapped with an approved asphaltic tape. H. UVR-PVC PIPE ■ UVR-PVC pipe, where indicated on the drawings, shall be ultra -violet resistant, Schedule 40 PVC pipe. Fittings shall be UVR-PVC fittings. I. BACKFLOW PREVENTION UNIT ■ Backflow prevention unit shall be factory assembled and shall be as indicated in the Irrigation Legend on the drawings, or approved equal. Contractor shall install backflow prevention unit as indicated in the details on the drawings and in accordance with manufacturer's recommendation. J. VALVE BOXES ■ Gate valves and remote control valves, except for anti -siphon valves, shall be installed below grade as indicated in the details on the drawings, in lockable valve boxes manufactured by Carson, Brooks, Fraser, Ametek, or approved equal. • Valve box lids shall be per Irrigation Legend. Gate valves shall be identified by stamping "CV" on the valve box cover. Remote control valves shall be identified by stamping "RCV" and station number on the valve box cover. ■ Valve boxes shall be set one inch (1") above finish grade, with valves set at sufficient depth to provide appropriate clearance between the cover and valve. K. ISOLATION VALVES ■ Isolation valves (ball) shall be as indicated in the Irrigation Legend on the drawings, or approved equal. Contractor shall install isolation valves as indicated in the details on the drawings and in accordance with manufacturer's recommendation. L. QUICK COUPLING VALVES ■ Quick coupling valves shall be as indicated in the Irrigation Legend on the drawings. M. ANTI -DRAIN VALVES ■ Where indicated on the drawings, and as needed for field conditions, anti -drain valves shall be as indicated in the Irrigation Legend on the drawings. N. REMOTE CONTROL VALVES ■ Remote control valves shall be solenoid activated, of the type, manufacturer and size as indicated in the Irrigation Legend on the drawings. 0. CONTROLLERS AND WIRING ■ Controller shall be of the type and manufacturer as indicated in the Irrigation Legend on the drawings, or approved equal. Contractor shall install controller as indicated in the details on the drawings and in accordance with manufacturer's recommendations. ■ For traditional wire systems connections between the controller and the remote control valves shall be made with direct burial solid copper wire. Control wire shall be #14 AWG, Type U.F., 600 volt. Common wire shall be #12 AWG. Wire shall be PVC insulated of single conductor type, underground feeder cable, U.L. approved. ■ For traditional wire systems, as practical, pilot wires shall be a different color for each valve. Common wires shall be white with a different color stripe for each automatic controller. For 2wire systems, each controller shall have a different wire color. ■ Wire shall be buried a minimum of eighteen inches (18") in depth and whenever possible shall occupy the same trench as the mainline, bundled and secured to irrigation pipelines at ten foot (10') intervals with plastic electrical tape, providing sufficient slack for expansion and contraction. ■ Wire for slope systems shall be installed in a UVR PVC sleeve laid adjacent to the on -grade pipes. ■ Provide a separate ground wire for each controller. ■ An expansion curl shall be provided within three feet (3) of each wire connection and change of direction, and at least every 100 feet of wire length on longer runs. ■ For traditional wire systems, all splices shall be made with Scotch -Lok #3576 Connector Sealing Packs, Rain Bird Pen-Tite, Sears DS -400 wire connectors, 3M DBY wire sealing packs, or approved equal. Use one (1) splice per connector sealing pack. Wire splices shall be located in pull boxes set one inch (1") above finish grade. ■ For two wire systems, all splices shall be made with 3M DBY-6 direct bury splice kits or approved equal. Use one (1) splice per connector sealing pack. Wire splices shall be located in pull boxes set one inch (1") above finish grade. ■ Field splices between the controller and remote control valves will not be permitted. ■ For traditional wire systems, install a spare control wire of a different color along entire mainline. Loop thirty-six inches (36") excess wire into each single box and into one valve box in each group of valves. ■ All controller wires installed within the garage shall be run in corrosion resistant thin metal wall electrical conduit and labeled as "Irrigation Control Wires." ■ For two wire systems, surge protection against surge damage due to lightening or other electrical surge events is required. All installations shall conform to manufacturer's instructions, and must meet or exceed the American Society of Irrigation Consultants (ASIC) Earth Grounding Guideline 100-2002. In all cases where it does not conflict with appropriate grounding grid design for the project, Ground Rods or Plates as referred to in this specification shall conform to the following standards: 1. All grounding rods shall be bare copper of 5/8" diameter or greater, and 8' length or greater. 2. All grounding plates shall be 5 square feet, typically 4" by 96", as outlined in ASIC Earth Grounding Guideline 100-2002. 3. A measured resistance reading of no more than 25 ohms is necessary at each TW -LA -1 (Lightning Arrestor). ASIC Spec: Section 7.0 — Measuring resistance, item A. Ground rods and plates shall be located at a minimum distance to assure that the two -wire path is outside of the electrode sphere of influence for the grounding rod. For an 8' grounding rod, this means that the grounding rod must be connected at least 8' away from the two -wire path, at a right angle to the two -wire path. See the section below for details on connecting the grounding rod or plate to the device or lightning arrestor. (Under no circumstance should a ground rod or ground plate be installed in or under a valve box, meter box or electrical box.) P. IRRIGATION HEADS ■ Irrigation heads shall be of the manufacturer, size, type, and rate of precipitation with the diameter (or radius) of throw, pressure, and discharge as specified in the Irrigation Legend. ■ Riser units shall be oriented perpendicular to the finish grade with nipples of the same size as the riser opening in the irrigation head. ■ Spacing of heads and drip irrigation tubing shall not exceed the maximum shown on the drawings and in no case exceed the maximum spacing recommended by the manufacturer. Contractor responsible to insure complete coverage. AHt4H---- LE:1dU111E1111111 1 1111 L T -d P T1ITTFT- L T-dFmTT ArTT❑mT ❑ C IIIIIEI 1111 r111 U1 n_11 1 11 I II LF -d S--m1-T--T S rn ❑ -I❑rr r C ❑T TT1❑--Fl 1570 00E-FM❑d R❑❑d (408) 48712200 S 1 11 1 J 1 1 11 ICA 95131 ❑ M❑==0 �_ODSCAP q'QcS- ��� _ N0. 5953 J � Signature 3/31/18 4 Renewal Date # Date Q- STgTF OF CAL Y cn LLJ FM Z W � LLJ V LU N O U W a Z LU LLJ LLJ a. Fm am U O U) O a � Z � J T Q. INSTALLATION NO I DATE IDESCRIPTION PROJECT NO❑ 5202.00 ■ Pipe shall be cut square and the ends reamed out to the full inside diameter of the pipe and thoroughly cleaned of dirt, dust and moisture before installation. CA- ❑wc ❑:LE- 520200SPC.:IwG ❑ES:GNE❑ B❑❑ J:1 ■ PVC pipe shall be protected from tool damage during assembly. Plastic pipe which ❑RAwN B❑❑ oMo ■ has been nicked, scarred or damaged shall be removed and replaced at the Contractor's expense. PVC solvent -weld joints shall be made in accordance with ASTM D-2855. Pipe shall not be exposed to water for twenty-four (24) hours after solvent -weld joints are completed. CI EC E B J I TATE 7 112018 SCALE NONE ©"M" ■ Trenches shall be of open vertical construction to appropriate depths as indicated on the drawings and specified herein. PVC pipe shall be laid on native grade or certified compacted subgrade, free of rocks or sharp -edged objects and snaked from side to side in the trench to allow for expansion and contraction. LANDSCAPE ■ Teflon tape shall be used on all threaded PVC to PVC and on all threaded PVC to SPECIFICATIONS metal joints. ■ Brass pipe and fittings shall be assembled using Teflon dope, applied to the male threads only. ■ Galvanized pipe threads shall be cut with clean, sharp dies, conforming to American Standards Association Specification. Male pipe threads shall be coated with a non-toxic, non -hardening, non -corrosive joint compound. L3.03 U a U) 0 0 N N Z 0 U 0 Of a Q J 0 0 N O N LO U) U UJ 0 o. ■ Galvanized pipe or ultra -violet resistant (UVR) PVC installed on grade shall be anchored at intervals not to exceed ten feet (10'), with #4 rebar, with a "J" hooked radius. ■ Rubber Ring Seal Joint: ■ Use factory -made male end or prepare field -cut male end to exact specifications of factory -made end. ■ Carefully clean bell or coupling and insert rubber ring without lubricant. Position ring carefully according to manufacturers recommendations. ■ Lubricate male end according to manufacturers recommendations and insert male end to specified depth. Use hands only when inserting PVC pipe. ■Thrust blocks shall be provided where necessary to resist system pressure on ring-tite pipe and fittings. Blocks shall be concrete and the size shall be based on an average soil safe bearing load of 1000 pounds per square foot. ■Form thrust blocks in such a manner that concrete comes in contact only with the fittings. Thrust blocks shall be between solid soil and the fitting. ■ Irrigation lines and control wiring shall be installed under paving in separate PVC Schedule 40 sleeves. Sleeves shall be installed with the coverage depths as specified herein. ■ Piping under existing pavement may be installed by jacking, boring or hydraulic driving, except that no hydraulic driving will be permitted under asphaltic concrete pavement. Where cutting or breaking of existing pavement is necessary, obtain permission from the Owner before cutting or breaking pavement and then make all necessary repairs and replacements to the satisfaction of the Owner, and at no additional cost to the Owner. ■ All lines shall have a minimum horizontal clearance of six inches (6") from each other and from lines of other trades. Parallel lines shall not be installed directly over one another. ■ Provide the following minimum coverage (where lines occur under paved areas, these coverage depths shall be considered below subgrade): Pressure mainline 18" Non -pressure lateral lines 12" Control wiring 18" R. ADJUSTING AND TESTING THE SYSTEM ■ Contractor shall furnish all equipment, materials and labor to conduct pipeline pressure tests, coverage tests and operational tests. All tests shall be made in the presence of the Owner prior to planting operations. Trenches shall not be backfilled until the pipeline pressure tests have been performed to the satisfaction of the Owner. ■ After completion of pipeline assembly, prior to installation of terminal fittings, including but not limited to remote control valves and quick coupler valves, entire system shall be thoroughly flushed to remove dirt, scale or other deleterious material. ■ With open ends capped, prior to installing valves, test pressure supply lines for six (6) hours at 125 PSI. Center load PVC pipe with a small amount of backfill to prevent arching and whipping under pressure. ■ Contractor shall be responsible for correcting any portions of the work twenty (24) hours in advance for the following inspections, - system layout - pressure pipeline tests -coverage tests - operational tests (prior to commencing planting operations) ■ Coverage test shall demonstrate that each station area is balanced to provide uniform and adequate coverage. ■ Operational test shall demonstrate the performance and operation of all components of the controller system. Remote control valves shall be properly balanced, heads adjusted for coverage and system shall be workable, clean and efficient. ■ Contractor shall be responsible for correcting any portions of the work that are not properly installed and retesting until installation has been accepted by the Owner. S. MATERIALS TO BE FURNISHED ■ Contractor shall furnish the Owner the following materials at the end of construction, prior to the Post -Installation Maintenance Period: Two (2) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on the project. Two (2) five foot (6) valve keys for operating isolation valves. Two (2) keys for each controller. One (1) quick coupler key and matching hose swivels for each quick coupler valve installed. One (1) set each approved as -built and record drawings. Two (2) sets each approved controller charts. T. AS -BUILT AND RECORD DRAWINGS ■ Contractor shall maintain and keep up to date one (1) set of bluelines showing the "as -built" location of major features of the project and indicating changes that may occur during installation ■ Prior to acceptance of the work, Contractor shall furnish the Owner with one (1) set of reproducible transparencies as the Record Set showing the as -built data, of a quality satisfactory to the Owner. Transfer as -built data in ink (no ball point pen) and eradicate outdated items. ■ Dimension from two (2) permanent points of reference (buildings, monuments, sidewalks, curbs, pavement) the location of the following items: Point of connection to existing water lines. Point of connection to existing electrical power. Irrigation valves. Routing of irrigation pressure lines (dimensions, maximum 100' along route). Remote control valves. Routing of control valves. Quick coupling valves. Other related equipment as requested by the Owner. ■ Contractor shall submit As-built/Record Drawings to Owner for review prior to completing Controller Charts. U. CONTROLLER CHARTS ■ Contractor shall provide two (2) controller charts for each controller supplied. The controller charts shall show the area controlled and shall be the maximum size which the controller door will allow. The controller charts shall be a photographic print with a different color indicating the area of coverage for each station. When completed and approved, the controller charts shall be hermetically sealed between two (2) pieces of transparent plastic, each being a minimum of twenty (20) mils thick. V. OPERATION AND MAINTENANCE MANUALS ■ Prepare and deliver four (4) individually bound copies of the Operation and Maintenance Manual to the Owner at least ten (10) calendar days prior to acceptance of the work. The Manual shall include descriptive material of equipment installed and shall be in sufficient detail for maintenance personnel to understand, operate and maintain all equipment. Each complete, bound manual shall include the following: Index sheets stating Contractor's address and telephone number, list of equipment with names and addresses of local manufacturers representatives. Catalog and parts sheets on all material and equipment installed. Guarantee statement. Complete operating and maintenance instructions. W. GUARANTEE ■ Contractor shall guarantee all materials and equipment for one (1) year from the date of acceptance of the work. Should any trouble develop within the time specified due to inferior or faulty materials or workmanship, the Contractor shall be responsible for costs incurred due to repair and replacement. GENERAL PLANTING A. GENERAL ■ Contractor shall provide all labor, materials and equipment for the installation of plant material as indicated on the drawings and as specified herein. ■ Contractor shall coordinate planting with other site improvements. Unless otherwise specified, structural improvements shall be installed prior to planting operations. ■ Contractor shall be responsible for locating and staking existing sewer, water and utility lines above or below grade that might be damaged as a result of planting operations. Contractor shall assume sole responsibility for any cost incurred due to damage and for replacement of aforementioned utilities. ■ All work on the irrigation system, including hydrostatic, coverage, and operational tests, and the backfilling and compaction of trenches shall be performed prior to planting operations. ■ Samples of fertilizers, soil conditioners, seed, or other materials shall be submitted to Owner forty-eight (48) hours prior to incorporation in the work. ■ An agricultural suitability and fertility analysis soils report shall take precedence over these specifications. PLANT MATERIAL QUALITY ■ Plant material shall be in accordance with the State Department of Agriculture's regulations for nursery inspections, rules and grading. All plants shall be of No. 1 Grade and have a normal habit of growth, and shall be sound, healthy, vigorous and free of insect infestations, plant diseases, sun scalds, fresh bark abrasions or other objectionable disfigurements. All plants shall have a normal, well-developed branch system and vigorous and fibrous root system which is not root bound and is free of kinked or girdling roots. ■ Nursery growth stock shall be selected from high quality, well -shaped stock, grown under climatic conditions similar to those in the project locale. Minimum acceptable size of plants as indicated in the drawings shall correspond with that normally expected for the species and variety of commercially available nursery stock. ■ Where applicable, caliper shall be the diameter of the trunk one foot (1') above the ground surface. ■ Oversize plants may be used if not root bound, but shall not increase the Contract price. Up to ten percent (10%) of undersized plants in any one (1) variety and grade may be used, provided they are larger than the average size of the next smallest grade. ■ Scientific and common names conform to customary nursery usage. ■ Types and sizes of plant materials shall be as indicated on the drawings. Quantities shown are a guide only, Contractor shall verify quantities by plan check. ■ The Owner reserves the right to refuse or reject any unsuitable plant material. Unsuitable plants shall be removed from the project site and replaced at the Contractor's expense. Replacement plants shall be the same species, variety, size and conditions as specified. ■ Pruning of plant materials shall not be done prior to delivery. After planting, pruning shall be limited to the minimum necessary to remove injured twigs and branches, dead wood and suckers. ■ Plant material is subject to substitution based upon availability. Substituted material shall be approved in advance by the Owner. C. FERTILIZERS ■ Fertilizers shall comply with applicable requirements of the State Agricultural Code and shall be packaged, first grade, commercial quality products identified as to source, type of material, weight and manufacturer's guaranteed analysis. Fertilizers shall not contain toxic ingredients in quantities harmful to human, animal, or plant life. When requested, Contractor shall furnish the Owner with Certificate of Compliance stating that the material substantially meets the specifications. ■ Commercial fertilizer shall be a pelleted, beaded, or granular product having the chemical analysis specified herein and shall be free-flowing material delivered in original unopened containers. Use of material which becomes caked or otherwise damaged shall not be permitted. ■ Organic base fertilizer shall be comprised of decomposed animal, fish and vegetable matter with humic acids and a bacterial stimulant, manufactured as Gro -Power by Southern California Organic Fertilizer Co., Glendale, California, or approved equal. D. AMENDMENTS ■ Nitrogen stabilized organic amendment shall be a ground or processed wood product derived from wood of redwood, fir or cedar, treated with a non-toxic agent to absorb water quickly. Nitrogen content, based on dry weight, shall be 0.5% for redwood and 0.7% for fir and cedar. Iron content, based on dry weight, shall be 0.1%. Pine sawdust is not acceptable. ■ When requested, Contractor shall furnish the Owner with a delivery receipt and Certificate of Compliance stating that the material substantially meets the specifications. E. TOPSOIL ■ Topsoil shall consist of fertile, friable soil of loamy character, and shall contain an amount of organic matter normal to the area. It shall be reasonably free from weeds, refuse, roots, heavy or stiff clay, stones larger than one inch (11") in diameter, sticks, brush, litter and other deleterious substances. Topsoil may be obtained from the site if approved by the Owner. ■ When required, imported topsoil shall be subject to inspection and testing at the source of supply prior to delivery to the project. F. MATERIAL DELIVERY AND INSPECTION ■ Plant material shall be delivered with legible identification labels, handled and stored adequately to maintain a healthy condition, protecting them from drying out, windburn or any other injury. ■ Inspection of plant materials required by Owner, County, State or Federal authorities shall be the responsibility of the Contractor. When requested, Contractor shall furnish copies of such permits or certificates to Owner. G. SOIL PREPARATION ■ Areas to receive "soil preparation" include turf, groundcover from rooted cuttings and non -slope hydroseeded areas. ■ Fertilizing and conditioning materials shall be as specified in the project agricultural suitability report. Wash off fertilizer from plant. ■ If an agricultural suitability report is not available, the following amendments, or approved equal, shall be mechanically spread and uniformly cultivated into the upper six inches (6") per 1,000 square feet of soil by suitable equipment operated at approximately right angles in at least two (2) directions: 3 CY Nitrogen stabilized organic amendment 125 LBS Gro -Power Plus soil conditioner/fertilizer 30 LBS Agricultural gypsum ■ Resulting soil shall be clean, in a friable condition and suitable for planting. H. WEED ABATEMENT OPERATIONS ■ The irrigation system and finish grade shall be completed prior to weed abatement operations. ■ Contractor shall operate the irrigation system to keep planting areas uniformly moist for a period of three (3) weeks (21 consecutive calendar days). At the end of the three (3) week period, Contractor shall spray all visible weeds with a contact herbicide. Application method shall be as recommended by manufacturer. After spraying, planting areas shall remain unwatered for a minimum of forty-eight (48) hours. Remove weeds from site. ■ Water seven (7) additional consecutive calendar days from the first application, and apply a contact herbicide as may be necessary. After second spraying, water shall not be applied for an additional forty-eight (48) hour period. Applications shall continue at seven (7) day intervals as determined by the Owner. ■ Contractor shall apply spray chemicals when air currents are still, preventing drifting onto adjoining property and preventing any toxic exposure to persons whether or not they are in or near the project. ■ Weeds and debris shall be disposed of off-site. I. BACKFILL ■ Backfill shall be as specified in the project agricultural suitability report, machine -mixed and approved by the Owner prior to incorporation in planting pits. ■ If a agricultural suitability report is not available, the following amendments or approved equal, shall be incorporated: 7 parts by volume On-site soil 3 parts by volume Nitrogen stabilized organic amendment 16 LBS per CY of mix Gro -Power Plus soil conditioner/fertilizer 1 LB per CY of mix Iron sulfate 2 LBS per CY of mix Agricultural gypsum J. INSTALLATION -SHRUBS, VINES, AND TREES ■ Stake plant locations and secure approval from the Owner before excavating pits. Excavated pits shall be as indicated in the details on the drawings. Dust sides of pits with gypsum before backfilling. ■ Containers shall be opened and removed such that the rootball is not injured. ■ Water all planting areas thoroughly after installation of plant materials. Additional backfill shall be added to fill voids caused by water settlement. ■ Trees shall be staked at time of planting as indicated in the details on the drawings. ■ All nursery stakes shall be removed after tree has been planted and staked according to construction details. K. BIOTREAMENT SOIL ■ Biotreatment soil shall conform to the most current regional permit based on project location. ■ Biotreament soil for projects located within the MRP (Municipal Regional Permit) boundary including but not limited to portions of Contra Costa County, Alameda County, San Mateo County and Santa Clara County shall conform to California Regional Water Quality Control Board San Francisco Bay Region Municipal Stormwater NPDES Permit No. CAS6120058 Attachment L "Specification of Soils for Biotreament or Bioretention Facilities." ■ Biotreament soil for projects located within the Small MS4s (Municipal Separate Storm Sewer System) General Permit Boundary including but not limited to portions of Santa Clara County (southern), Santa Cruz County, San Benito County and Monterey County shall conform to the provisions in the permit. If none exists, soil shall conform to California Regional Water Quality Control Board San Francisco Bay Region Municipal Stormwater NPDES Permit No. CAS6120058 Attachment L "Specification of Soils for Biotreament or Bioretention Facilities." L. GUARANTEE ■ Contractor shall guarantee plant material through one (1) full year after the date of acceptance of the work. ■ Replacement plant material shall be of the same species, variety, & size as originally planted and shall be guaranteed for one (1) full year from the date of re -planting. ■ Cost incurred due to replacement of dead or dying plant material shall be the responsibility of the Contractor. M. INSTALLATION - HYDROSEEDING ■ An agricultural suitability report that has been prepared for the specific site shall take precedent over the following materials. If such report is not available, the following materials shall be of such a character that when dispersed in a uniform slurry shall form an absorbent porous mat: 3000 gallons per acre 1500 to 3000 pounds per acre, depending on slope 5 to 15 pounds per acre, depending on slope 1000 pounds per acre Fresh water Wood cellulose fiber, Conwed 2000 or approved equal Organic stabilizer, ECO E -Tac or approved equal Grow -Power Plus, or approved equal ■ Seed mixture shall be as indicated on the drawings. ■ Water shall be fresh, free of impurities, excess chlorine and salts. ■ Fiber shall be clean, weed -free mulch of wood cellulose containing no germination or growth -inhibiting factors. Fiber shall contain a harmless, temporary green dye. ■ Mixing shall be performed in a tank, with a built-in continuous agitation and recirculation system, of sufficient operating capacity to produce a homogeneous slurry and a discharge system which will apply the slurry to the designated areas at a continuous and uniform rate. ■ The slurry preparation shall take place at the project site and shall begin by adding water to the tank when the engine is at halt throttle. When the water level has reached the height of the agitator shaft, good recirculation shall be established, and at this time the seed shall be added. Fertilization shall then be added followed by the wood cellulose fiber, when the tank is at least one-third (1/3) filled with water. Spraying shall commence immediately when the tank is full. ■ Contractor shall spray designated areas with the slurry in a sweeping motion, in an arched stream, until a uniform coat is achieved and the material is spread at the required rate per acre. ■ A slurry mixture which has not been applied within four (4) hours after mixing shall be rejected and replaced at the Contractor's expense. ■ Slopes shall be hydroseeded after weed abatement operations and planting of trees and shrubs. ■ Costs incurred for repair or replacement of bare, sparse or damaged areas shall be the responsibility of the Contractor. N. INSTALLATION - SOD ■ Prepare soil and provide weed abatement operations in accordance with the General Planting Section. Rake, cultivate, float and roll until areas to receive turf are in a smooth and uniform condition. ■ Finish grade for turf areas shall be one inch (1 ") below the finish surface of walks, curbs, or related hardscape. ■ Prior to sodding, soil shall be moist to a minimum depth of one inch (1 "). ■ Prior to installation, area to be sodded shall receive sulphate of ammonia at the rate of one (1) pound per 200 square feet. ■ Sod shall be laid and tamped with buttjoint in a staggered "running bond" pattern. ■ After installation, sod shall be rolled with a 200 -pound water -filled lawn roller. ■ Sod shall be as indicated on the drawings. AHHVKftftV LI d UI I IEl II Hill_ 1 II Il L C -d P T1ICTFT- L T -d TmTT ArTT❑ml-❑ C IIIIIEl IIu rill UI 11 11 I II 1 II LC -d S-rMIT T S rTr T T ❑FFT C ❑T TTIT -T 1570 0OO L1 d RI I d (408) 48712200 S 1 11 IJ I III ICA 95131 1 111 1 1 1.1 1 X00 CAP 0FC) q QcS _ N0. 5953 J Sig� nature 3/31/18 4 Renewal Date # Date Q- STgTF OF CAL\FO��\ Y cn UJ �=E UJZ � w V UJ N O U W a Z > LU UJ UJ U O Cn O � � Z � J T NO DATE DESCRIPTION PROJECT NO❑ 5202.00 CA- ❑WG ❑:LE- 520200SPC.:IWG ❑ES:GNE B❑❑ J:1 ❑RAWN BC ❑M❑ CI EC E B JI TATE 7 112018 SCALE NONE © HMH LANDSCAPE SPECIFICATIONS L3.04 11 U a U) 0 0 N N 1.0Z O U O Of Q_ a J O O N O N L0 U) U w O Of Q. M POST -INSTALLATION MAINTENANCE PERIOD A. GENERAL G. TREES C. 0 I F ■ Contractor shall provide all labor, materials and equipment to perform work during the Post -Installation Maintenance Period, as specified herein, including but not limited to, adequate watering of plant material, replacing unsuitable plant material and controlling weeds, rodents and other pests. ■ Contractor shall maintain the project on a continuous basis from the first day after planting is completed, until acceptance of the work. ■ Costs incurred due to damage or replacement during Post -Installation Maintenance Period shall be the responsibility of the Contractor. ■ Unless stipulated otherwise by the Owner, the Post -Installation Maintenance Period shall consist of a minimum of ninety (90) consecutive calendar days, once all parties agree the Maintenance Period can start. ■ Post -Installation Maintenance Period may be extended by the Owner if the project is improperly maintained, appreciable replacement is required, or other corrective work becomes necessary. EXECUTION ■ All areas including, but not limited to, turf, ground cover, and concrete flatwork, shall be kept clean and free of weeds, litter and debris. ■ Subsurface drains and catch basin grates shall be kept clear of leaves, litter and debris to ensure unimpeded passage of water. Drainlines shall be periodically flushed with clear water to avoid build-up of silt and debris. ■ Before weeds exceed two inches (2") in height, they shall be removed and disposed of off-site. All weeds shall be spot sprayed and left in place for seven (7) calendar days. Areas sprayed shall remain unwatered for a minimum of forty-eight (48) hours. Dead weeds shall be removed seven (7) calendar days after application and disposed of off-site. ■ If the Owner notifies the Contractor of failure to control weeds as specified herein, the Contractor shall kill all weeds within ten (10) calendar days of such notification. The Post -Installation Maintenance Period will be extended for every day after the ten (10) calendar days until such weeds have been killed. ■ Contractor shall take appropriate steps to eliminate rodents. IRRIGATION SYSTEM ■ Contractor shall operate the irrigation system automatically and shall properly and completely maintain all parts of the irrigation system. ■ Contractor shall provide for delivery of water in sufficient quantities and adjust water application to compensate for seasonal conditions and shall ensure full and complete coverage. ■ Costs incurred due to repair or replacement of equipment shall be the responsibility of the Contractor. Replacement parts shall be identical to the material and as indicated on the drawings and specified herein. TURF ■ Prior to acceptance of the project and maintenance period, turf areas shall be established with a uniform 80% coverage, healthy vigorous growth and to a minimum of two inches (2") in height. Costs incurred for repair or replacement of bare, sparse or damaged areas shall be the responsibility of the Contractor. ■ If an agricultural suitability soils report is not available, turf areas shall be fertilized with Gro Power Plus or approved equal every seventy (70) calendar days, at a rate recommended by the manufacturer. ■ First mowing of turf shall be performed when the grass is two and one-half inches (2-1/2") in height. After initial mowing, turf shall be cut as often as necessary to maintain the turf at a height of two inches (2") for bluegrass and fescues and one inch (1") for Bermuda. ■ Contractor shall trim around irrigation heads to allow for unimpeded spray, at the base of trees, and at borders along walks, mowstrips and curbs. ■ Contractor shall remove all grass clippings from project site. SPECIALTY SODS INCLUDING NATIVE, MOW FREE, AND BIOFILTRATION SOD ■ Prior to acceptance of the project and maintenance period, turf areas shall be established with a uniform 80% coverage, healthy vigorous growth and to a minimum of four inches (4") in height. Costs incurred for repair or replacement of bare, sparse or damaged areas shall be the responsibility of the Contractor. ■ If an agricultural suitability soils report is not available, specialty sod areas shall be fertilized with Gro Power Plus or approved equal two or three times per year in early spring, late spring, or fall depending on grower reccomendations and sod type and sod health. Specialty sods do not require as much fertilization as tradional fescue sod. ■ Mow free and specialty sods shall be allowed to grow without regular mowing or line trimming. No more than 1/3 of the leaf blade shall be removed, mowed or trimmed in any trim or mow cycle. Specialty sod shall never be mowed or trimmed to a height less than 4". Mowing or trimming shall be done once a year in the late spring to remove florets or seed heads. ■ Contractor shall trim around irrigation heads to allow for unimpeded spray, at the base of trees, and at borders along walks, mowstrips and curbs. ■ Contractor shall remove all grass clippings from project site. GROUND COVER AREAS ■ If an agricultural suitability soils report is not available, ground cover areas shall be fertilized with Gro Power Plus or approved equal every seventy (70) calendar days, at a rate recommended by the manufacturer. ■ If required, or at the direction of the Owner, trees planted as part of the Contract shall be pruned or headed back, to eliminate diseased or damaged growth, reduce toppling or wind damage, maintain growth within space limitations, maintain natural appearance, due to vandalism, and to balance the crown with the root structure. ■ Staking of trees shall be checked frequently for damage, and to prevent chaffing or girdling. Costs incurred due to damage or replacement due to improper staking materials shall be the responsibility of the Contractor. ■ At the request of the Owner, wounds over one and one-half inch (1-1/2") in diameter maybe sealed with an approved tree seal. ■ Dead or dying trees shall be immediately replaced at the Contractor's expense with material of the same species and size and guaranteed as described in these specifications. ■ Contractor shall exercise preventive measures when using stringline trimmers near tree trunks. Costs incurred due to damage or replacement of trees due to improper measures shall be the responsibility of the Contractor. H. SLOPES ■ Prior to acceptance of the project and maintenance period, slopes shall be established with a uniform 80% coverage, healthy vigorous growth. Costs incurred for repair or replacement of bare, sparse or damaged areas shall be the responsibility of the Contractor. ■ Seed for replacement shall be of the same type and quantity ratio as specified in the Plant List on the drawings. ■ If a soils report is not available, slopes shall be fertilized with Gro Power Plus or approved equal every seventy (70) calendar days, at a rate recommended by the manufacturer. I. BIOTREAM ENT AREAS ■ Biotreatment areas and facilities including but not limited to planting, irrigation, soils, impermeable liner, drain rock, mulch, underground storm drain piping, and tree filter boxes shall be monitored and maintained throughout the life of the project in accordance with local regulations and requirements. J. INSPECTION ■ Upon completion of the Post -Installation Maintenance Period, Contractor shall request a final observation and letter of acceptance of the work performed in accordance with the Contract Documents. The request shall be made to the Owner, a minimum of seven (7) calendar days prior to the date for inspection. 41ftTH-__ L ❑❑d U m E ❑ TIME C❑1I LT -d PTIF TFTT LF dTmCT ArmFFMFF r ❑ C TFIFFE ❑❑H❑ --H❑ U M ❑ ❑=❑ L C -d S --mFT--❑ S rn-❑ T ❑rn- C ❑T TTr❑m 1570 O❑F_FM❑d R❑❑d (408) 48712200 S 1 11 1 J 1 1 11 ICA 95131 ❑ M❑==0 �_ODSCAP �F.� G�SON DF,Q q'QcS- P N0. 5953 J � Signature # A Ren ' Renewal // # ST\F OF CA1-SFO/ Y cn LU FM Z W � LLJ 2 LU N O U W a Z LU LU LLJ a. FM am U O Cl) O a � Z � J T NO I DATE I DESCRIPTION PROJECT NO❑ 5202.00 CA- ❑WG :111E- 520200SPC.:IWG ❑ES:GNE Boo J:1 ❑RAWN BC ❑M❑ CI EC E B JI TATE 7 112018 SCALE NONE © HMH LANDSCAPE SPECIFICATIONS L3.05 PLANTING PLAN NOTES CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL PLANT MATERIAL AS SHOWN ON THE DRAWINGS AND AS DESCRIBED IN THE SPECIFICATIONS. UNLESS DESIGNATED ON THE DRAWINGS OTHERWISE, STRUCTURAL IMPROVEMENTS AND HARDSCAPE SHALL BE INSTALLED PRIOR TO PLANTING OPERATIONS. PLANT LIST ON THE DRAWINGS SHALL BE USED AS A GUIDE ONLY. CONTRACTOR SHALL TAKEOFF AND VERIFY SIZES AND QUANTITIES BY PLAN CHECK, A SOIL MANAGEMENT REPORT SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND SOIL AMENDMENTS SHALL BE FOLLOWED PER THE REPORT. PHYSICAL COPIES OF THE SOIL MANAGEMENT REPORT SHALL BE PROVIDED TO THE CLIENT, PROJECT LANDSCAPE ARCHITECT AND LOCAL AGENCY AS REQUIRED. THE SOIL MANAGEMENT REPORT SHALL CONFORM TO STATE AB1881 WATER EFFICIENT LANDSCAPE ORDINANCE (WELD) OR LOCAL AGENCY ADOPTED WELD. CONTRACTOR SHALL OBTAIN A SOILS MANAGEMENT REPORT AFTER GRADING OPERATIONS AND PRIOR TO PLANT INSTALLATION. SAMPLES OF FERTILIZERS, ORGANIC AMENDMENT, SOIL CONDITIONERS, AND SEED SHALL BE SUBMITTED PRIOR TO INCORPORATION. CONTRACTOR SHALL FURNISH TO THE OWNER'S AUTHORIZED REPRESENTATIVE A CERTIFICATE OF COMPLIANCE FOR SUCH FURNISHED MATERIALS. ALL WORK ON THE IRRIGATION SYSTEM, INCLUDING HYDROSTATIC, COVERAGE, AND OPERATIONAL TESTS AND THE BACKFILLING AND COMPACTION OF TRENCHES SHALL BE PERFORMED PRIOR TO PLANTING OPERATIONS. LOCATIONS OF PLANT MATERIAL SHALL BE REVIEWED ON SITE BY THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. TREES SHALL BE PLANTED NO CLOSER THAN TEN FEET (10') FROM UTILITIES. TREES PLANTED WITHIN FIVE FEET (5') OF HARDSCAPE OR STRUCTURES SHALL BE INSTALLED WITH A ROOT BARRIER AS APPROVED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR MUST CONTACT THE CITY OF SAN JOSE ARBORIST AT 408-794-1924 TO VERIFY SPECIES (EVEN IF SHOWN ON THE PLANS), LOCATIONS, AND QUANTITIES OF ALL STREET TREES PRIOR TO ORDERING MATERIAL. IF STREET TREES ARE TO BE PLANTED IN TREE WELLS, FINAL LOCATION OF TREE WELLS SHALL BE DETERMINED BY THE ARBORIST PRIOR TO INSTALLATION OF SIDEWALK. ALL PLANTING AREAS TO RECEIVE 3" THICK BARK MULCH LAYER. IN THE EVENT THAT BARK MULCH EXISTS ON SITE, CONTRACTOR SHALL PROVIDE SAMPLE OF EXISTING AND PROPOSED MATCHING BARK MULCH FOR APPROVAL. OTHERWISE, BARK MULCH SHALL BE LYNGSO SMALL FIR BARK (3/4" TO 1-1/2") OR APPROVED EQUAL. ALL PLANT MATERIAL SHALL BE SELECTED IN ACCORDANCE WITH THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1) FOR STANDARD FORM TREES, CALIPER SIZE SHALL BE MEASURED 6" ABOVE THE SOIL LINE FOR CALIPERS EQUAL TO OR LESS THAN 4" FOR CALIPERS GREATER THAN 4", CALIPER SHALL BE MEASURES 12" ABOVE THE SOIL LINE. FOR MULTI -TRUNK TREES THE CALIPER SHALL BE ESTABLISHED BY TAKING THE AVERAGE OF THE CALIPER OF THE TWO LARGEST TRUNKS. CALIPER IS MEASURED 6" ABOVE ORIGINATION POINT OF THE SECOND LARGEST TRUNK OR 6" ABOVE GROUND IF ALL TRUNKS ORIGINATE FROM THE SOIL. CALIPER SIZES STANDARDS: 15 GALLON: 0.75-1.25" 24" BOX: 1.25-2" 36" BOX: 2-3.5" 48" BOX: 3.5-5" 60" BOX: 4-6" WATER NEEDS CATEGORY BASED ON WUCOLS IV (JANUARY 2014) LANDSCAPE COEFFICIENT METHOD: CATEGORY PERCENTAGE OF ETo (H) HIGH: 0.7-0.9 (M) MEDIUM: 0.4-0.6 (L) LOW: 0.1-0.3 (VL) VERY LOW: <0.1 PROPOSED PLANT PALETTE MINIMUM SYMBOL QTY. BOTANICAL NAME COMMON NAME CONTAINER SIZE HxW WUCOLS TREES ACE RUB 15 ACER RUBRUM 'ARMSTRONG' ARMSTRONG RED MAPLE 24" BOX 45'X 15' M SHRUBS NOTES: 1. SEE PLANTING SPECIFCATIONS PRIOR TO INSTALLATION OF PLANT MATERIALS. 2. ROOTBALL CROWN TO BE 1" ABOVE FINISH GRADE. CL 5 4 p0 0 2 o b O a 8 Quo S 1 �0 0 8 0 $ o0 o � o 0 oQ IL Lu � �IIIIII Illii, R 4 2X DIAMETER 7 OF ROOTBALL B SHRUB PLANTING SCALE: N.T.S. NOTES: 1. ALL PLANTS TO BE PLANTED AT EQUAL SPACING "TRIANGULATE" UNLESS OTHERWISE INDICATED ON PLANS. 2. INFILL PLANTS AS REQUIRED TO MAINTAIN SPACING AT IRREGULAR EDGES. LOMANDRA'BREEZE' DWARF MAT RUSH 1 GALLON TX 3' L O FINISH GRADE O A SHALLOW BASIN 2" DEEP SHALL BE FORMED AROUND ROOTBALL BELOW FINISH GRADE O AGRIFORM PLANT TABLETS 2 PER 1 GALLON, 3 PER 5 AND 15 GALLON 40 FOOT TAMP BASE O SHRUB -SEE PLAN AND LEGEND FOR SIZE AND TYPE © APPROVED BACKFILL, THOROUGHLY MIXED PRIOR TO INSTALLATION O NATIVE GRADE OR CERTIFIED COMPACTED SUBGRADE O EDGE OF PLANTING AREA O TYPICAL PLANT SPACING VARIES SEE PLANTING LEGEND AND PLANS. ilo%� GROUNDCOVER SPACING v % SCALE: N.T.S. zQ Z `9 �U co Q C."4 co NOTES: 1. SEE PLANTING SPECIFICATIONS PRIOR TO INSTALLATION OF PLANT MATERIALS. 2. THIS DETAIL APPLIES TO 15 GALLON AND 24" BOX TREES. 3. ROOTBALL CROWN TO EXTEND 1" ABOVE FINISH GRADE. 4. TREES INSTALLED WITHIN TURF AREAS SHALL BE INSTALLED WITH'ARBOR-GARD' AT BASE OF TRUNK. O TREE -SEE PLAN FOR SIZE AND TYPE O CINCH TIE OR APPROVED EQUAL O 2" DIAMETER TREATED LODGE POLE PINE STAKE PLACED ON WINDWARD SIDES OF TREE, AND OUTSIDE OF ROOTBALL O A SHALLOW BASIN 2" DEEP SHALL BE FORMED AROUND ROOTBALL BELOW FINISH GRADE. TREES PLANTED IN TURF SHALL NOT HAVE BASINS. O FINISH GRADE 6O ROOTBALL O AGRIFORM PLANT TABLETS 3 PER 15 GALLON, 6 PER 24" BOX AND 8 FOR 36" BOX O APPROVED BACKFILL, THOROUGHLY MIXED PRIOR TO INSTALLATION. PUDDLE AND SETTLE PRIOR TO PLANTING TREE. O FOOT TAMP BASE 10 NATIVE GRADE TREE STAKING�DO UBLE SCALE: N.T.S. L ❑❑d U m E ❑®❑ ❑❑❑ L ❑❑d P ®❑❑®❑ L❑❑d =❑❑ Arm®❑ C EEF- ❑❑®❑o-®❑ U7IF7❑❑77❑ L❑❑d SLrmFTM❑ S FF[Ir ❑ ❑ LILLLr C ❑❑ ❑®❑m 1570 O❑m❑d R❑❑d (408) 487 2200 S ❑❑ J ❑m❑CA 95131 ❑ M ❑ m m❑ �ODSCAPF ��F.� SON DF,Q q�cy v�v _ N0. 5953 [0 J � SigiaWre 3/31/18 # Renewal Date # Date S>9TF OF CA\0F0��\F� Y cn Lu �mm Lu Z � Lu 2 Lu N O U W a Z Lu LU LU cL Fm am U cf) U O cn O a � Z � J T NO I DATE I DESCRIPTION PROJECT NOD 5202.00 CAS DWG [)LED 520200PAC. WG DESIGNED Bill] J DRAWN Bill] AMC CI IECI IE ! B❑❑ J DATE 7 11 2018 SCALE ASSHOWN © HMH PLANTING LEGEND, NOTES AND DETAILS L2.02 11 U Q a O N N O N z 0 U D 0 Of Q- C) O O N O N L0 U) U w 0 Of Q. m STEVENS CREEK BLVD. L ❑❑d U m E ❑®❑ ❑❑❑ W L❑❑dL=❑❑Arm®❑ oe t � 00 C � ❑❑®❑� ®❑ 1 1 I I I I o f - S � ❑ ❑ ❑� C oLaid ®®❑m Li _ ',J= G L— �� \ 1570 O❑�❑d R❑❑d (408) 48702200 / ` \ • / / \ S ❑❑ J ❑=DCA 95131 ❑ M ❑ m m❑ )KT\ I I• •I 1 1 _ < \/ / EXISTING PLANTING TO REMAIN, ��° �s°N °F, 17loo TYPICAL. REPAIR AND REPLACE ANY o�� 'PG N0. 5953 PLANTING DAMAGED IN CONSTRUCTION. J \ Signature _ \ # Renewal Date # i\ 1 Date P •I F DF CAOFO 1 Charles Dunn I I \ 0 i 1 / 1 / \ / 19900 STEVENS CREEK BLVD.IT0 �I \\ Cn Fm 1 ' L z U LLJ / / ou 7 1 \ a Z /< U W LU LLI a Fm am Cf)1 O Cf) O \ Q 1 EXISTING TREE TO REMAIN, TYPICAL \� / - � r J I I 5 ACE RUB GRAPHIC SCALE NO DATE DESCRIPTION 2411 BOX \ / 20 0 10 20 40 80 PROJECT NOD 5202.00 CAD DWG DILE- 520200PAC.:IWG 1 1 1 DESIGNEE BDD J:1 ( In Feet ) 1 inch = 20 feet DRAWN B°° AMC C°ECnED BEE J ADD NEW PLANTING IN ANY AREAS \ ❑ATE 7 11 2018 DISTURBED BY CONSTRUCTION, TYPICAL ' SCALE =2a 1 ; ©HMH 10 1 ACE RUB _ TREE LEGEND 24" BOX _ 7/ / \y \ BOTANICAL NAME SYMBOL ACER RUBRUM'ARMSTRONG' ACE RUB \Tom GROUNDCOVER LEGEND PLANTING PLAN BOTANICAL NAME SYMBOL LOMANDRA'BREEZE' NOTES: L2.0 1. SEE SHEET L2.02 FOR PLANTING LEGEND, NOTES, AND DETAILS. a N V O a2 O N p - LL' F— F- 0 J a EXISTING TREE TO REMAIN, TYPICAL EXISTING TREE TO BE REMOVED, TYPICAL PROPOSED TREE, TYPICAL 11 U a CD CD N O N z 0 U 0 Of 0_ g 0 0 N 0 N U) U w 0 Of 0. m STEVENS CREEK BLVD. 60 / 61\` // 6� � 63 TREE INVENTORY Prepared By: AMC DBH MEASUREMENT HEIGHT: 54" Date of Evaluation: 06/18/2018 TREE # BOTANICAL NAME COMMON NAME DBH CIRCUM-FERENCE REMOVE? REMARKS 60 CINNAMOMUM CAMPHOR TREE 6.0 19 © HMH CAMPHORA 48 CINNAMOMUM CAMPHOR TREE 11.5 2 CINNAMOMUM CAMPHOR TREE 8.0 25 Y CAMPHORA 49 CINNAMOMUM CAMPHOR TREE 10.5 3 CINNAMOMUM CAMPHOR TREE 15.0 47 Y CAMPHORA 50 CINNAMOMUM CAMPHOR TREE 11.0 4 CINNAMOMUM CAMPHOR TREE 11.0 35 CAMPHORA 51 SEQUOIA COAST 0 5 CELTIS HACKBERRY 7.0 22 REDWOOD OCCIDENTALIS 52SEQUOIA COAST 10.0 6 QUERCUS SUBER CORK OAK 24.0 75 REDWOOD 7 QUERCUS SUBER CORK OAK 2.0 6 Y **V 8 QUERCUS SUBER CORK OAK 3.0 9 Y **V 9 CINAIAMOMUM CAMPHOR TREE 13.0 41 Y 5.0 16 CAMPHORA TREE FERN 10 QUERCUS SUBER CORK OAK 1.0 3 Y **V 11PINUS CANARY ISLAND 1.5 5 Y **V CANARIENSIS PINE 56 PINUS CANARY ISLAND 23.0 12 QUERCUS SUBER CORK OAK 3.0 9 Y **V 13XYLOSMA SHINY XYLOSMA 20.0 63 CANARY ISLAND 22.0 69 CONGESTUM CA NARIENSIS PINE 14 OLEA EUROPAEA OLIVE 13.0 41 CANARY ISLAND 26.0 15 UNIDENTIFIABLE - 1.0 3 Y **D DEAD 59PINUS CANARY ISLAND 24.5 16 V xYLOSMA SHINY XYLOSMA 2.0 6 Y **V CONGESTUM 60 PYRUS ORNAMENTAL 10.0 17 CINNAMOMUM CAMPHOR TREE 10.5 33 Y CAMPHORA 61PYRUS ORNAMENTAL 12.0 18 ClNNAMOMUM CAMPHOR TREE 13.0 41 Y CAMPHORA 62 PYRUS ORNAMENTAL 12 0 19 CINNAMOMUM CAMPHOR TREE 14.0 44 Y CAMPHORA 63PYRUS ORNAMENTAL 6.5 20 UNIDENTIFIABLE - 3.0 9 Y **D L DEAD 21 QUERCUS SUBER CORK OAK 10.0 31 Y 22 QUERCUS SUBER CORK OAK 3.0 9 Y *"V 23PINUS CANARY ISLAND 26.0 82 CANARIENSIS PINE 24SEQUOIA COAST 2.5 8 Y **V SEMPERVIRENS REDWOOD 25 CINNAMOMUM CAMPHOR TREE 11.0 35 CAMPHORA 26 CINNAMOMUM CAMPHOR TREE 7.0 22 CAMPHORA 27ACACIA BLACK ACACIA 9.5 30 MELANOXYLON 28 ClNNAMOMUM CAMPHOR TREE 9.0 28 CAMPHORA 29 CINNAMOMUM CAMPHOR TREE 3.0 9 CAMPHORA 30 CINNAMOMUM CAMPHOR TREE 12.0 38 CAMPHORA 31 CINNAMOMUM CAMPHOR TREE 13.5 42 CAMPHORA 32 CINNAMOMUM CAMPHOR TREE 12.0 38 CAMPHORA 33 CINIVAMOMUM CAMPHOR TREE 16.0 50 CAMPHORA 34 CINIVAMOMUM CAMPHOR TREE 12.0 38 CAMPHORA 35 CINNAMOMUM CAMPHOR TREE 12,0 38 CAMPHORA 36 CINNAMOMUM CAMPHOR TREE 15.0 47 CAMPHORA 37PINUS CANARY ISLAND 210 72 CANARIENSIS PINE 38PINUS CANARY ISLAND 25.0 79 CANARIENSIS PINE 39PINUS CANARY ISLAND 25.0 79 CANARIENSIS PINE 40PINUS CANARY ISLAND 20.0 63 CANARIENSIS PINE 41XYLOSMA SHINY XYLOSMA 3.5 11 CONGESTUM 42 CINNAMOMUM CAMPHOR TREE 14.0 44 Y CAMPHORA 43 CINNAMOMUM CAMPHOR TREE 12.0 38 CAMPHORA 44 CINNAMOMUM CAMPHOR TREE 11.5 36 CAMPHORA 45 CINNAMOMUM CAMPHOR TREE 16.0 50 CAMPHORA 46 CINNAMOMUM CAMPHOR TREE 13.5 42 CAMPHORA TREE # BOTANICAL NAME COMMON NAME DBH CIRCUM-FERENCE REMOVE? REMARKS 47 CINNAMOMUM CAMPHOR TREE 19.0 60 TATE 7 11 2018 SCALE CAMPHORA © HMH 48 CINNAMOMUM CAMPHOR TREE 11.5 36 CAMPHORA 49 CINNAMOMUM CAMPHOR TREE 10.5 33 CAMPHORA 50 CINNAMOMUM CAMPHOR TREE 11.0 35 CAMPHORA 51 SEQUOIA COAST 0 28 v SEMPERVIRENS REDWOOD 52SEQUOIA COAST 10.0 31 Y SEMPERVIRENS REDWOOD 53SEQUOIA COAST 19.0 60 SEMPERVIRENS REDWOOD 54 CYATHEA COOPER, AUSTRALIAN 5.0 16 TREE FERN 55 CINNAMOMUM CAMPHOR TREE 13.5 42 CAMPHORA 56 PINUS CANARY ISLAND 23.0 72 CANARIENSIS PINE 57PINUS CANARY ISLAND 22.0 69 CA NARIENSIS PINE 58 PINUS CANARY ISLAND 26.0 82 CANARIENSIS PINE 59PINUS CANARY ISLAND 24.5 77 CANARIENSIS PINE 60 PYRUS ORNAMENTAL 10.0 31 CALLERYANA PEAR 61PYRUS ORNAMENTAL 12.0 38 CALLERYANA PEAR 62 PYRUS ORNAMENTAL 12 0 38 CALLERYANA PEAR 63PYRUS ORNAMENTAL 6.5 20 CALLERYANA PEAR AIf1TPC- ** V - TREE IS CONSIDERED A VOLUNTEER BECAUSE IT WAS NOT PART OF THE ORIGINAL LANDSCAPE DESIGN, THEREFORE IT IS NOT INCLUDED IN THE MITIGATION COUNTS. ** D - TREE IS DEAD, THEREFORE IT IS NOT INCLUDED IN THE MITIGATION COUNTS. TREE MITIGATION SUMMARY TABLE J GRAPHIC SCALE 0 QUANTITY SIZE 1a 20 40 8o TOTAL TREES REQUIRED TO MEET +15 24" BOX MITIGATATION REQUIREMENTS ( In Feet ) =15 TREES REQUIRED 1 inch = 20 feet TOTAL PROPOSED TREES (NOT INCLUDING STREET TREES) 15 TREE PROTECTION LEGEND DESCRIPTION SYMBOL TREE TO BE REMOVED x # TREE TO REMAIN/PROTECT PROPOSED TREE ON-SITE TREE MITIGATION TABLE REPLACEMENT QUANTITY TOTAL NUMBER DBH** QTY*** RATIO -SIZE REQUIRE[ OF NON-NATIVE < 12" DIA. 5 1:1 - 24" BOX 5 TREES TO BE REMOVED (NOT 12"-18" DIA. 5 2:1 - 24" BOX 10 INCLUDING VOLUNTEER OR DEAD TREES) 18"-36" DIA, 0 2:1 - 24" BOX OR 0 1:136" BOX AHff"t+ L ❑❑d U m E ❑FTIM❑ ❑❑1I L ❑F -d P ❑ ❑❑❑ ❑ LF dFm❑_1ArmITMFFT ❑ C I III IEI I III r111 UI 11 II I II 1 II LF- d S--mFT----1 S r_1_1❑ITl- C❑F_F_TT-T 1570 OI 1 IIT❑d R❑❑d (408) 48712200 S J 1 ICA 95131 M I 1=.=[] �ODSCAPF �F.� G�SON DF,Q q'QcS- _ N0. 5953 J � Stgnalum 3/31/18 4 Renewal Date # Dale P STgTF OF CAL\FO��\ Y cn LU Fm Z W � LLJ 2 LU cf) O U W a Z LU LU LLI a. Fm am U O U) O a � Z � J T NO I DATE I DESCRIPTION PROJECT NO❑ 5202.00 CA- ❑WG :111E- 5202000PC.:IWG ❑ES:GNE❑ B❑❑ J:1 ❑RAWN BC AMC CI EC E B JI TATE 7 11 2018 SCALE 111=20' © HMH TREE REMOVAL AND MITIGATION PLAN L0.02 TREE PROTECTION NOTES SITE PREPARATION: ALL EXISTING TREES SHALL BE FENCED OFF WITHIN, AT OR OUTSIDE THE DRIP LINE (FOLIAR SPREAD) OF THE TREE USING THE FOLLOWING FORMULA: TWELVE INCHES IN DISTANCE FROM THE TRUNK FOR EVERY INCH IN TRUNK DIAMETER, MEASURED 2.0 FEET ABOVE THE AVERAGE GROUND LEVEL. EXAMPLE: A24 INCH DIAMETER TREE WOULD HAVE A FENCE ERECTED 24 FEET FROM THE BASE OF THE TREE (24 X 12 = 288/12 = 24). THE FENCE SHOULD BEA MINIMUM OF SIX FEET HIGH, MADE OF WIRE WITH STEEL STAKES, SUCH AS CYCLONE FENCING. IF THE FENCE IS WITHIN THE DRIP LINE OF THE TREES, EVERY ATTEMPT SHOULD BE MADE TO RELOCATE THE FENCE OUTSIDE THE DRIPLINE OF THE TREE. IF NOT POSSIBLE, THE TREE SHALL BE PRUNED TO REDUCE THE CHANCE OF LIMB BREAKAGE FROM CONSTRUCTION EQUIPMENT ENCROACHING WITHIN THE DRIP LINE. ALL CONTRACTORS, SUBCONTRACTORS AND OTHER PERSONNEL SHALL BE WARNED THAT ENCROACHMENT WITHIN THE FENCED AREA IS FORBIDDEN WITHOUT THE CONSENT OF THE CERTIFIED ARBORIST ON THE JOB. THIS INCLUDES, BUT IS NOT LIMITED TO, STORAGE OF LUMBER AND OTHER MATERIALS, DISPOSAL OF PAINTS, SOLVENTS OR OTHER NOXIOUS MATERIALS, PARKED CARS, GRADING EQUIPMENT OR OTHER HEAVY EQUIPMENT. PENALTIES, BASED ON THE COST OF REMEDIAL REPAIRS AND THE EVALUATION GUIDE PUBLISHED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE, SHALL BE ASSESSED FOR DAMAGES TO THE TREES. GRADING/EXCAVATING: ALL GRADING PLANS THAT SPECIFY GRADING WITHIN THE DRIP LINE OF ANY TREE, OR WITHIN THE DISTANCE FROM THE TRUNK AS OUTLINED IN SECTION I WHEN SAID DISTANCE IS OUTSIDE THE DRIP LINE, SHALL FIRST BE REVIEWED BY THE CERTIFIED ARBORIST. PROVISIONS FOR AERATION, DRAINAGE, PRUNING, TUNNELING BENEATH ROOTS, ROOT PRUNING OR OTHER NECESSARY ACTIONS TO PROTECT THE TREES SHALL BE OUTLINED BY THE ARBORIST. IF TRENCHING IS NECESSARY WITHIN THE AREA AS DESCRIBED ABOVE, SAID TRENCHING SHALL BE UNDERTAKEN BY HAND LABOR. ALL ROOTS 2 INCHES OR LARGER SHALL BE TUNNELED UNDER AND OTHER ROOTS SHALL BE CUT SMOOTHLY TO THE TRUNK SIDE OF THE TRENCH. THE TRUNK SIDE SHOULD BE DRAPED IMMEDIATELY WITH TWO LAYERS OF UNTREATED BURLAP TO A DEPTH OF 3 FEET FROM THE SURFACE. THE BURLAP SHALL BE SOAKED NIGHTLY AND LEFT IN PLACE UNTIL THE TRENCH IS BACK FILLED TO THE ORIGINAL LEVEL. THE ARBORIST SHALL EXAMINE THE TRENCH PRIOR TO BACK FILLING TO ASCERTAIN THE NUMBER AND SIZE OF ROOTS CUT, SO AS TO SUGGEST THE NECESSARY REMEDIAL REPAIRS. REMEDIAL REPAIRS: THE ARBORIST ON THE JOB SHALL HAVE THE RESPONSIBILITY OF OBSERVING ALL ONGOING ACTIVITIES THAT MAY AFFECT THE TREES, AND PRESCRIBING NECESSARY REMEDIAL WORK TO INSURE THE HEALTH AND STABILITY OF SAID TREES. THIS INCLUDES, BUT IS NOT LIMITED TO, ALL ARBORIST ACTIVITIES BROUGHT OUT IN SECTIONS I AND II. IN ADDITION, PRUNING, AS OUTLINED IN THE "PRUNING STANDARDS" OF THE WESTERN CHAPTER OF THE INTERNATIONAL SOCIETY OF ARBORICULTURE, SHALL BE PRESCRIBED AS NECESSARY. FERTILIZING, AERATION, IRRIGATION, PEST CONTROL AND OTHER ACTIVITIES SHALL BE PRESCRIBED ACCORDING TO THE TREE NEEDS, LOCAL SITE REQUIREMENTS, AND STATE AGRICULTURAL PEST CONTROL LAWS. ALL SPECIFICATIONS SHALL BE IN WRITING. FOR PEST CONTROL OPERATIONS, CONSULT THE LOCAL COUNTY AGRICULTURAL COMMISSIONERS OFFICE FOR INDIVIDUALS LICENSED AS PEST CONTROL ADVISORS OR PEST CONTROL OPERATORS. FINAL INSPECTION: UPON COMPLETION OF THE PROJECT, THE ARBORIST SHALL REVIEW ALL WORK UNDERTAKEN THAT MAY IMPACT THE EXISTING TREES. SPECIAL ATTENTION SHALL BE GIVEN TO CUTS AND FILLS, COMPACTING, DRAINAGE, PRUNING AND FUTURE REMEDIAL WORK. THE ARBORIST SHOULD SUBMIT A FINAL REPORT IN WRITING OUTLINING THE ONGOING REMEDIAL CARE FOLLOWING THE FINAL INSPECTION. m NOTES: 1. PROTECTION FOR TREES SHALL BE PROVIDED BEFORE GRADING OR OTHER EQUIPMENT IS ALLOWED ON THE PROPERTY. WHEN CONSTRUCTION IS TO TAKE PLACE BENEATH A TREE CANOPY FENCING SHALL BE LOCATED PER ARBORIST. IF CONSTRUCTION OR PAVING IS TO TAKE PLACE THROUGHOUT THE AREA BENEATH CANOPY, AND DRIP LINE FENCING IS NOT PRACTICAL, WATTLE AND SNOW FENCING SHOULD BE USED TO PROTECT THE TRUNKS FROM DAMAGE PER DETAIL. 2. PRUNING MAY BE NECESSARY TO FACILITATE REMOVAL OF DEAD WOOD, CONFLICT WITH NEW STRUCTURE, OR REDUCE STRESS AND SHALL BE CARRIED OUT BY A QUALIFIED ARBORIST. 3. CONSULT WITH ARBORIST TO DETERMINE FERTILIZING AND WATERING SCHEDULE FOR EXISTING TREES PRIOR TO CONSTRUCTION TO REDUCE SHOCK AND STRESS. 4. ONLY TREES WITHIN THE LIMITS OF GRADING OR ADJACENT TO CONSTRUCTION STAGING AREAS AND CONSTRUCTION ACCESS AREAS SHALL RECEIVE TREE PROTECTION. O FENCE THE PERIMETER OF DRIP LINE WITH 6' HIGH CHAIN LINK FENCE. SECURE ONE SIGN PER ZONE AS DETAILED BELOW OR APPROVED EQUAL TO FENCE WITH WIRE TIES. O WHERE PROTECTIVE FENCING CAN NOT BE INSTALLED AT THE DRIPLINE OF THE TREE OR WHEN FENCING IS REMOVED FOR CONSTRUCTION, INSTALL LODGE POLE POSTS (4 PER TREE) AROUND TREE AND WRAP TRUNK IN STRAW WADDLE THEN ORANGE SNOW FENCING TO BRANCHING STRUCTURE. OCONTRACTOR SHALL CONSULT WITH ARBORIST FOR METHODS OF TRENCHING FOR PNDSCAPF o �. q INSTALLATION FOR UTILITIES WITHIN ��c�F,PG�SON oFR���y� ROOTZON E. � N0.5953 0 $ig alure 3/31/18 # Renewal Date # s� Date �P q�F OF CAOF 12" ■■. ■■ E ■■■11■ ■■11 ■■• - m■■m■ ■• ■■■■■ Ar L-IFMLI]Lr ■ FmF 11111TIETIr m■ m■■ ■ ■■m■ ■■• ■ ■■■m■ ■ ■ LIL[Er C ■■ ■■■■■■ 1570 O❑m❑d R❑❑d (408) 487 2200 S ❑❑ J ❑m❑CA 95131 ❑ M ❑ m m❑ 0 0 TREE PROTECTION ZONE 00 DO NOT REMOVE EXCEPT FOR UNDER THE N DIRECTION OF THE PROJECT ARBORIST SIGN 0000 000 0 00 0000 0 416000 00 o LLI 17 017 n W TREE PROTECTION DETAIL SCALE: NONE Y cn UJ iIIIIIIImm uz � Lu 15 Lu N O U W a Z Lu Lu Lu Q U cf) U O cn O a � Z � J T NO I DATE I DESCRIPTION PROJECT NOD 5202.00 CAS DWG [)LED 5202000PC.DWG DESIGNED Bill] J DRAWN Bill] AMC CI IECI IE ! BOO J C TATE 7 11 2018 SCALE 1111=2C` © HMH TREE REMOVAL AND MITIGATION PLAN L0.03