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FCMP2019-0013 Silverrock PA2, PA4, & PA5Project Details PROJECT NUMBER F FCM P2019-0013 City of La Qu i nta Description: SILVERROCK - PA2, PA4 AND PAS - AM&M REQUESTS Status: APPROVED Type: FIRE CONSTRUCTION MASTER PLAN Status Date: 11/22/2019 Subtype: FIRE SPRINKLER MASTER PLAN Applied: 11/22/2019 Address: 79179 AHMANSON LN Approved: 6/28/2021 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: Details: ADDITIONAL SI DAYS REVIEWS 3 ACTIONS 1 INSPECTIONS CONDITIONS CASE OPEN OPEN COMPLETED ael L, • Kele, CHRONOLOGYTYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES DFM King advised that communication with applicant is ongoing to address Fire Operational concerns in regards to NOTE KOHL HETRICK 2/3/2020 2/3/2020 PA2 Guestroom access distances and material. They will also be further communicating about the other AM&M elements of the submittal on the other PA areas. ffelej%• • NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT BILL ENGLE / STEPHEN GAINES 3551 FORTUNA RANCH ENCINITAS CA 92024 (760)634-6543 ED@THEROBERTGREEN RD COMPANY.COM BILL TO THE ROBERT GREEN COMPANY 3551 FORTUNA RANCH ENCINITAS CA 92024 (760)634-6543 ED@THEROBERTGREEN RD COMPANY.COM LOCAL CONTACT JOHN GAMLIN (760)634-6543 Printed: Thursday, March 02, 2023 2:18:32 PM 1 of 3 CENTRALSQLIARE Project Details PROJECT NUMBER F City of La Qu i nta FCM P2019-0013 NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL OWNER CITY OF LA QUINTA P O BOX 1504 LA QUINTA CA 0 (760)634-6543 7 CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE STAFF - PER HOUR 101-0000-42420 2 $322.00 $322.00 7/15/21 R66040 CTAAEC478 TRUST THE ROGREEN AMA ACCOUNT COMPANY Total Paid for FIRE FEES: $322.00 $322.00 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 7/6/20 WEB5602 CTAAEC478 TRUST THE ROBERT GREEN ECON ACCT COMPANY MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 7/6/20 WEB5602 CTAAEC478 TRUST THE ROBERT GREEN ECON ENHANCEMENT FEE ACCT COMPANY Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE THIS IS A 4 WEEK REVIEW. 1ST FIRE (3WK) KOHL HETRICK 11/21/2019 12/23/2019 9/14/2020 REVISIONS REQUIRED SEE CHRONOLGY FOR INFO Revised plans have been provided upon request. See attachments and 2nd Review. 1ST PERMIT ARMANDO 11/22/2019 11/25/2019 11/22/2019 COMPLETE TECHNICIAN (1DAY) MAGALLON Printed: Thursday, March 02, 2023 2:18:32 PM 2 of 3 CENTRALSQLIARE r Project Details PROJECT NUMBER F City of La Qu i nta FCM P2019-0013 �VI'T4� 2ND FIRE (3WK) I KOHL I 9/9/2020 9/30/2020 I 6/28/2021 I APPROVED I FIRE CHIEF APPROVED FIRE CHIEF BILL WEISER SIGNED AND APPROVED HETRICK AM&M ON 6/2/2021 BAD INFORMATION Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 1ST SUBMITTAL - DOC 11/22/2019 ARMANDO MAGALLON 19_1120 SSR 191120 SSR _roof 0 _roof access H2 AMM.pdf access H2 AMM.pdf 1ST SUBMITTAL - 191120 SSR DOC 11/22/2019 ARMANDO MAGALLON 19_1120 SSR _Sprinkler 0 _Sprinkler System GR AMM.pdf System GR AMM.pdf 1ST SUBMITTAL - 191120 SSR 191120 SSR — DOC 11/22/2019 ARMANDO MAGALLON and _standpipes and 0 _standpipes increased spinkler increased spinkler AMM.pdf AMM.pdf 1ST SUBMITTAL - 2019 DOC 11/22/2019 ARMANDO MAGALLON 1121 Fire Access 2019 1121 Fire Access 0 Plans.pdf Plans.pdf 1ST SUBMITTAL - DOC 11/22/2019 ARMANDO MAGALLON 19_1120 SSR 191120 SSR _extend 0 _extend deadend HS AMM.pdf deadend HS AMM.pdf 1ST SUBMITTAL - DOC 11/22/2019 ARMANDO MAGALLON 19_1120 SSR Road 191120 SSR JA Road 0 _FA AMM.pdf AMM.pdf DOC 9/14/2020 KOHL HETRICK 2nd Submittal - 20_0909 SSR _FA Road 0 AMandM Request AMM.pdf FCMP2019-0013 AND FCMP2019-0013 AND DOC 6/28/2021 KOHL HETRICK FCMP2020-0016 - FCMP2020-0016 - 1 APPROVED AM AND APPROVED AM AND M.pdf M.pdf Printed: Thursday, March 02, 2023 2:18:32 PM 3 of 3 CENTRALSQLIARE n rn M (D 0 CV SITE FIRE ACCESS 0 SCALE: 1 = 160-0 AVENUE 52 MONTAGE SPA (HS) SHEET NOTES 1. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS; FIRE EXTINGUISHING SYSTEMS; INCLUDING AUTOMATIC SPRINKLERS, WET, AND DRY STANDPIPES; HALON SYSTEMS AND OTHER SPECIAL TYPES OF AUTOMATIC FIRE EXTINGUISHING SYSTEMS; AND OTHER APPURTENANCES THERETO SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALL _ 2. POST INDICATOR VALVES, FIRE DEPARTMENT CONNECTIONS, AND ALARM BELL SHALL BE LOCATED ON THE ADDRESS / ACCESS SIDE OF THE STRUCTURE PER UFC 1001.4 3. BUILDING ADDRESS NUMBERS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR \ ROAD FRONTING THE PROPERTY PER FHPS POLICY P-00-6 UFC 901.4.4 4. FIRE ACCESS ROADWAY SIGNS OR RED CURBS SHALL BE PROVIDED WITH FHPS POLICY A-08-1 5. FIRE ACCESS LANE SHALL BE CONSTRUCTED TO WITHSTAND 95,000 LBS PER FHPS POLICY A-08-1 AND ALSO COMPLY W/ CFC 503 - MOST CONSERVATIVE LANGUAGE GOVERNS: ALL \ FIRE ACCESS ROADS WILL BE CAPABLE OF SUPPORTING THE IMPOSED LOAD OF AT LEAST 75,000 LBS AND WILL NOT EXCEED 105 OF GRADE. ALL FEATURES OF THE FIRE ACCESS ROADS INCLUDING TURNING RADIUS AND DEAD END DESIGN WILL BE IN ACCORDANCE \ WITH CFC 503 AND APPENDIX D OR OTHER APPROVED. \ RESOLUTION 2017-001 / SITE DEVELOPMENT PERMIT 2016-009: \ 56. "ALL FIRE DEPARTMENT APPLIANCES SUCH AS, FDCs AND PIVs SHALL BE LOCATED ON \ THE FRONT ACCESS SIDE OF THE BUILDING. PIV AND FDC APPLIANCES SHALL NOT BE \ LESS THAN 40' FROM THE BUILDING AND WITHIN 50' OF AN APPROVED ROADWAY AND NO MORE THAN 200' FROM AN APPROVED HYDRANT." \ '9L FIRE LANE SIGN AND TYPE N.I.C. 3 RED CURB PER COUNTY OF RIVERSIDE FIRE DEPARTMENT STANDARDS NO PARKING FIRE LANE 9 01 CONFERENCE SIGN TYPE CENTER AND SHARED SERVICES (OCC) r N.I.C. \ PENDRY HOTEL (H2) FIRE LANE NO PARKING ENTIRE B LOCK SIGN TYPE NO PARKING OF VEHICLES BEYOND THIS POINT SIGN TYPE FIRE CODE TABLE C102.1 REQUIRED NUMBER AND SPACING OF FIRE HYDRANTS FIRE -FLOW REOWREMENT MINIMUM NUMBER. AVERAGE SPACING MAXIMUM DISTANCE FROM ANY (OW OF 14YORANTS BETWEEN HYDRANTS" POINT ON STREET OR ROAD Itself FRONTAGETOAHYDRANT" 1.750 ar less I Sop 250 2,000-2,250 2 4S0 225 FIRE FLOW 0 R 2,250 GPM/ 20 PSI FOR COMMERICAL STRUCTURES 2s' TYP. 1,000 GPM/ 20 PSI FOR RESIDENTIAL STRUCTURES PER RSFD LETTER 03.23.2016 21r 60-FOOT "Y" For Si: t foot = 304.8 mm. 60' 60, r26' ' 28' R TYP. 120-FOOT HAMMERHEAD 20, 26' 20' 20' MINIMUM CLEARANCE AROUND A FIRE HYDRANT 28' R TYP AY 20' 20' ACCEPTABLE ALTERNATIVE TO 120-FOOT HAMMERHEAD FIGURE D103A DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND ter- it 13ToY@c I �DIsI.evI p k I I -------- ------- _- �.: A A OFFSET ffFE LOCRTO TJitBi IBT OR RI&fi, a gsEkd{§1 NOT To � t!C I 8! 1? b $ I 14 � 14 fill1. � {0 laW arFleoveoer� cR1a eao,m .. _ — --- ) - oouurroFsrrrvraor OfFSLCT CUL-JDE SAC BE-0R4E RJOH RCEI&@6 mv ix �� FATE =RM , s 1ry ckqm 1 C LYRVEI ' RNY A A IlE NOT TO SCAIE 1:ef11'E 1 L'wm9 � dNl■ � cuRa Fagnamr IlNC A■@ ■ R L L R L ` R L 0@ » to 7@ @N!@ 1S7@iT Ha _R S}.ST�10@ 23.A' zw3rze W WAX ' 16 17t17 BP rQ 1@ 1 YAW 16°165 11T 31.79 10@' ..88' .11T 1Y W WCs 1R.�@ W S@ 2@ 1 eb.a@ 1e'w W 110 aw 1W �ypp' zwor 1T _ W 1@y,�n' 4 iP148@ 6@ SS YY 11' ■S.H 1S'XJp' ]1i 9a4r'10@ ZS.i1' YPI'1T ZC' % 1Sip' •e' 1TISP Tr @n.2x 1 ■rJJ@ 1@°al`dP' 11@ TFSS' f0@ 2><ea' zerON 1r W 1$7m m 1■1AV Ti W W 11'' 86.57 17'1rST t1Y SS'1R 110@ ices' 21.'2S q' S@ l@r.1T M' rml>• WHWJLRx CUnE1-E68EOFASO OAlE6118E CURVE 2EMGEOFAGGIEWTEm1aE MFROw>w 6,^. L'9117ryOT g1'ZRBrP! oue owrm cf vot CIIL43&"C 16,18]116 IEI. fM !/IIY M1E R! C IJ11@: rA1E 11 n1F � : ■rArAJAO N0. soo C. On streets, driveways, etc., where no cud} exists and the entire right-of-way Is to be a fire lane, paint both sides of the street as indicated in Section B above. Paint white letters in the street five (5) feel in height `FIRE LA14E — NO PARKING — FIRE LANE — CVC 22500.1'. Vertical separation between words shall be forty I40} Seel (See Figures 2 & 31. STREET OR AraVF FIRE (5') wMaE LANE W) i40' Barweere Worms) RED WITH NO (5) WHIM LETTERING PARKING (5') vv"rre FIRE (5') LANE (5') CVC 22500.1 (57) Concrete Paving Notes �1 Sod Refer to: Landscape Planting Legartd vehicul■F su olt syakem Refer tot Landscape Construction Plan Refer to- Landscape Specifications �3 Compacted subbase Refer to- Landscape S ecifications Referto: GevtechnIca iPEngineer'sdocuments �4 Perforated drain pipe wrapped in filteF fabric Refer to: Civil Enorleerrs documents M5 Iliar fabric Retartn: Lamcape5pecification5 ® conpacted subgrade Referto- Ge riiCal Engineer% documents �7 AdE'acent concrete palling Refer to; LanrFuape Construction Plan ® concrete containment curb Refer to- Gaotechnlcal Eagrneee'S d@cura"ts Flovre 3 20' Min. • Fire Access Lane e• _ T.- 20' FIRE LANE WITH TURF BLOCK Alternate Fire Lane beyond sign 4: "No Parking of Vehicles Beyond This Point" LEGEND PROPERTY LINE -- ERRANT BALL FLIGHT ZONE PROPOSED STRUCTURE Mow Curtr at fire lane with red stencil every 30' irderval: No - Parking - Fire Lane - MAIN ACCESS / INGRESS SECONDARY ACCESS / INGRESS _ - HOSE PULL (MAX. 300' FOR GUEST VILLAS AND ANCILLARY BLDGS PER RSFD) Y (N) FIRE HYDRANT OH" (E) FIRE HYDRANT NEW ACCESS ROAD 12'-0" WIDE CONCRETE OR ASPHALT 8'-0" WIDE GRASSPAV2 INSIDE RADIUS > 28'-0" OUTSIDE RADIUS > 48'-0" INCREASED HAZARD DENSITY FROM LIGHT HAZARD (0.10) TO ORDINARY HAZARD GROUP (0.15), SEE DEFERRED FIRE SUPPRESSION SUBMITTAL KEY PLAN itFIRE DEPARTMENT CONNECTION STAND PIPE (IN WALL CABINET) SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States T Date Description 2017.08.21 SCHEMATIC DESIGN 2017.10.30 100% CONSOLIDATED BUDGET & SPACE PLANNING ISSUANCE Seal / Signature CO ARC, �s K TF C 26830 ON T� OF CA`\�OcR Project Name SILVERROCK - SITE Project Number 55.7598.004 Description SITE PLAN - FIRE ACCESS Scale As indicated 0' 80' 160' 320' S1 A00n502 I © 2015 Gensler U (10 45 �I �I of 0 0 00 rn ti Lri I U Q I z LU c� I to CV 7- rn IY U U O Cn n M o� 0 CV sP r ♦ o "c' DROP-OFF �/SO, FIRE ANNUNCIATOR N. A/ _ F D C - 1 I FDC - GAF �i ,s 1 _ 18 �I I 1 STOR� FULLY CONST JVB_ FDC-5 � rs 64 I G( 7 �' • I �11' � �i Mir, i r I 156FIG, W'... 104-1 1 A 0 GOLF COURSE N.I.C. FDC - 4 .01 FDC-4 NOTE: ` ALL STRUCTURES TYPE VB CONSTRUCTION BUILDING GROUPINGS DO NOT EXCEED AGGREGATE 28,000 GSF AREA AND ARE ONE STORY ' FIRE SEPERATION OF ALL STRUCTURES > 10', NO FIRE RATED WALLS REQUIRED. I 0 H1 & HS FIRE ACCESS SCALE: 1" = 80'-0" SHEET NOTES 1. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS; FIRE EXTINGUISHING SYSTEMS; INCLUDING AUTOMATIC SPRINKLERS, WET, AND DRY STANDPIPES; HALON SYSTEMS AND OTHER SPECIAL TYPES OF AUTOMATIC FIRE EXTINGUISHING SYSTEMS; AND OTHER APPURTENANCES THERETO SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALL 2. POST INDICATOR VALVES, FIRE DEPARTMENT CONNECTIONS, AND ALARM BELL SHALL BE LOCATED ON THE ADDRESS / ACCESS SIDE OF THE STRUCTURE PER UFC 1001.4 3. BUILDING ADDRESS NUMBERS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER FHPS POLICY P-00-6 UFC 901.4.4 4. FIRE ACCESS ROADWAY SIGNS OR RED CURBS SHALL BE PROVIDED WITH FHPS POLICY A-08-1 5. FIRE ACCESS LANE SHALL BE CONSTRUCTED TO WITHSTAND 95,000 LBS PER FHPS POLICY A-08-1 AND ALSO COMPLY W/ CFC 503 - MOST CONSERVATIVE LANGUAGE GOVERNS: ALL FIRE ACCESS ROADS WILL BE CAPABLE OF SUPPORTING THE IMPOSED LOAD OF AT LEAST 75,000 LBS AND WILL NOT EXCEED 105 OF GRADE. ALL FEATURES OF THE FIRE ACCESS ROADS INCLUDING TURNING RADIUS AND DEAD END DESIGN WILL BE IN ACCORDANCE WITH CFC 503 AND APPENDIX D OR OTHER APPROVED. RESOLUTION 2017-001 / SITE DEVELOPMENT PERMIT 2016-009: 56. "ALL FIRE DEPARTMENT APPLIANCES SUCH AS, FDCs AND PIVs SHALL BE LOCATED ON THE FRONT ACCESS SIDE OF THE BUILDING. PIV AND FDC APPLIANCES SHALL NOT BE LESS THAN 40' FROM THE BUILDING AND WITHIN 50' OF AN APPROVED ROADWAY AND NO MORE THAN 200' FROM AN APPROVED HYDRANT." FIRE CODE TABLE C102.1 REQUIRED NUMBER AND SPACING OF FIRE HYDRANTS FIRE -FLOW REOWREMENT MINIMUM NUMBER. AVERAGE SPACING MAXIMUM DISTANCE FROM ANY (gpml OF 14YORANTS BETWEEN HYDRANTS" POINT ON STREET OR ROAD Itself FRONTAGE TO A HYDRANT" 1.750 ar less I Sop 250 2,000-2,250 2 450 22S FIRE FLOW 2,250 GPM/ 20 PSI FOR COMMERICAL STRUCTURES 1,000 GPM/ 20 PSI FOR RESIDENTIAL STRUCTURES PER RSFD LETTER 03.23.2016 yP R . 60-FOOT "Y" 20, 26' 20' 2o' MINIMUM CLEARANCE AROUND A FIRE HYDRANT 60' 60, 28' R TYP 20' AY 28, R TYP. 20' 26' 20' 120-FOOT HAMMERHEAD ACCEPTABLE ALTERNATIVE TO 120-FOOT HAMMERHEAD For Si: t foot = 304.8 mtn. FIGURE D1 03.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND "�s't"""" y{ _ ■ \ •I I mx 114 it 13 To Y @ 's I ;siwik -if -6a 11 _ OFFSET µ{ PE L IGI ff, fJitBi LEFTOR RI&fi. gs NOT To acA,tF$ $kIs ft E k`�g � I I kle{§r.kW • $ I G = rY APPROVED er- cR1a eao,m C� — __ ocuurr of srrrvraor OFFSECT CUL-D SAC eEaRaE oaorr �cE,�m_— ,+a Rw OLM�� Mee FAIL + ' RNw A A IlE NOT TO SCAIE tef11'E 1 LXaf+4E R Il,N AIDICI ■ RI L L R L ` R L 0@ La M 1@ . 1110'4f Ha I _R ]}.S in I 2.{P zw3r ze W WA7@ 170.17 BP X 1C 1 YAO@' 1r IV&r I17r }7.79 10@' 21M 21 Sf 1r X WIN W 1R.•r e@ Xar1 tPX barer r1@ _.. -- aw +or ............ - aesr eta orlr . - ar +Xar'.r 1?[Pr ■@ SS YY 11' ■S.H 13 X.@' ]1i 9Y4r :la@ ZS.i1' YPI.1T Zf' X 1Sip' •e' 1TISP rs sr.ax i aura' 1@°ar•r n@ rF15 � Wr aser zorarlr 2@ � cr leaf a X 1r' rkX lrlrsr 11r ssas l tw iPm zu sso7 W 1@r.1r n' rma crarrEl-maEOFAaoRewie■Aats cu■veatsoaeerAa@■ewTeeAaE warav aosr — s rmtw@r seW-W ; A rrr: COURrOr NVE"M Due owrm 0I1I1-.GE.NAC : ■rA oPro Ha soo C. On streets, driveways, etc., where no cud} exists and the entire right-of-way Is to be a fre lane, paint both sides of the street as indicated in Section B above. Paint white letters in the street five (5) feel in height `FIRE LA14E - NO PARKING - FIRE LANE - CVC 22500.1'. Vertical separation between words shall be forty i40} feel (See Figures 2 & 31. STREET OR AraVF FIRE (5') WHITE LANE (57 140' BEDweEra Wdwsj RED WITH NO (6'] WHITE LETTERING PARKING (5'] WHW, FIRE {5'] LANE (5') CVC 22500.1 (57) Flours 3 Mow Curtr at fire lane with red stencil every 30' irderval: No - Parking - Fire Lane 20'Mn • Fire Access Lane S' - Tu,fhtpck at Fire Accez. 7 T Concrete Paving T tl: I = Notes i ! tl�ll sll' II III I I 0 Sod I Referto: Landscape Planting Legartd II — 0 vehicul■Fsu Ortsyatem -'—lull _II�IIIIfII I " Refer to: Landscape Construction Plan Refer to: Landscape Specifications 0 Compacted subbase Reterto- LOnrlscape S ecifications IGevtechnicaiPEngineer'sdocuments �4 Perforated drain pipe wrapped in filteF fabric Refer to; Civil Enos eerrs documents M5 Filtar fabric Retertn: Lanscape5pecification5 ® conpacted subgrade Referto: Ge rtiCal Engineer% documents �7 AdE'acent concrete pawing Refer to; Landscape Construction Plan ® concrete containment curb Refer to: Gaotechnlcal Engmeee's documents 20' FIRE LANE WITH TURF BLOCK Alternate Fire Lane beyond sign 4: "No Parking of Vehicles Beyond This Point" LEGEND PROPERTY LINE - MAIN ACCESS / INGRESS -- ERRANT BALL FLIGHT ZONE SECONDARY ACCESS / INGRESS PROPOSED STRUCTURE HOSE PULL — (MAX. 300' FOR GUEST VILLAS AND ANCILLARY BLDGS PER RSFD) NEW ACCESS ROAD 12'-0" WIDE CONCRETE .' (N) FIRE HYDRANT OR ASPHALT 8'-0" WIDE GRASSPAV2 P110-" (E) FIRE HYDRANT INSIDE RADIUS > 28'-0" OUTSIDE RADIUS > 48'-0" ,�1 FIRE DEPARTMENT CONNECTION INCREASED HAZARD DENSITY FROM LIGHT HAZARD (0.10) TO 1 STAND PIPE ORDINARY HAZARD GROUP (0.15), (IN WALL CABINET) SEE DEFERRED FIRE SUPPRESSION SUBMITTAL KEY PLAN AH HS H1 GR SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 Gensle 225 Broadway Suite 1600 San Diego, CA 92101 United States r Tel 619.557.2500 Fax 619.557.2520 Date Description Seal 1 Signature NOT FOR CONSTRUCTION Project Name SILVERROCK - SITE Project Number 55.7598.004 Description SITE PLAN - FIRE ACCESS H1,HS Scale As indicated 0' 40' 80' 160' S1 A00n503 I © 2015 Gensler STREET FIRE HYDRANT H-2 FIRE ACCESS SCALE: 1" = 50'-0" SHEET NOTES 1. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS; FIRE EXTINGUISHING SYSTEMS; INCLUDING AUTOMATIC SPRINKLERS, WET, AND DRY STANDPIPES; HALON SYSTEMS AND OTHER SPECIAL TYPES OF AUTOMATIC FIRE EXTINGUISHING SYSTEMS; AND OTHER APPURTENANCES THERETO SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALL 2. POST INDICATOR VALVES, FIRE DEPARTMENT CONNECTIONS, AND ALARM BELL SHALL BE LOCATED ON THE ADDRESS / ACCESS SIDE OF THE STRUCTURE PER UFC 1001.4 3. BUILDING ADDRESS NUMBERS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER FHPS POLICY P-00-6 UFC 901.4.4 4. FIRE ACCESS ROADWAY SIGNS OR RED CURBS SHALL BE PROVIDED WITH FHPS POLICY A-08-1 5. FIRE ACCESS LANE SHALL BE CONSTRUCTED TO WITHSTAND 95,000 LBS PER FHPS POLICY A-08-1 AND ALSO COMPLY W/ CFC 503 - MOST CONSERVATIVE LANGUAGE GOVERNS: ALL FIRE ACCESS ROADS WILL BE CAPABLE OF SUPPORTING THE IMPOSED LOAD OF AT LEAST 75,000 LBS AND WILL NOT EXCEED 105 OF GRADE. ALL FEATURES OF THE FIRE ACCESS ROADS INCLUDING TURNING RADIUS AND DEAD END DESIGN WILL BE IN ACCORDANCE WITH CFC 503 AND APPENDIX D OR OTHER APPROVED. RESOLUTION 2017-001 / SITE DEVELOPMENT PERMIT 2016-009: 56. "ALL FIRE DEPARTMENT APPLIANCES SUCH AS, FDCs AND PIVs SHALL BE LOCATED ON THE FRONT ACCESS SIDE OF THE BUILDING. PIV AND FDC APPLIANCES SHALL NOT BE LESS THAN 40' FROM THE BUILDING AND WITHIN 50' OF AN APPROVED ROADWAY AND NO MORE THAN 200' FROM AN APPROVED HYDRANT." NOTE: ALL 3 STORY STRUCTURES TYPE IIIB CONSTRUCTION TYPE CENTER STRUCTURE 1 STORY TYPE VB CONSTRUCTION TYPE BUILDING GROUPINGS DO NOT EXCEED AGGREGATE 28,000 GSF AREA AND ONE STORY NO FIRE SEPARATION BETWEEN BUILDINGS REQUIRED FIRE SEPARATION TYPE VB > 10', NO FIRE RATED WALLS REQUIRED FIRE SEPARATION TYPE IIIB > 30' NO FIRE RATED WALLS REQUIRED FIRE SEPARATION OF EGRESS BALCONIES > 10' NO FIRE RATED WALLS REQUIRED (CBC 1021.4) FIRE CODE TABLE C102.1 REQUIRED NUMBER AND SPACING OF FIRE HYDRANTS FIRE -FLOW REOWREMENT MINIMUM NUMBER. AVERAGE SPACING MAXIMUM DISTANCE FROM ANY [gpml OF 14YORA14TS BETWEEN HYDRANTS'..`.`r POINT ON STREET OR ROAD If -ell F RONTAGE TO A HYDRANT" 1.750 ar less I Soo 250 2,000-2,250 2 450 225 FIRE FLOW p 2,250 GPM/ 20 PSI FOR COMMERICAL STRUCTURES 2s' P. TY 1,000 GPM/ 20 PSI FOR RESIDENTIAL STRUCTURES PER RSFD LETTER 03.23.2016 For SI: t foot = 304.8 mm. 60' 60-FOOT "Y" 60, 20' 28' R TYP. r26' 120-FOOT HAMMERHEAD 20, 26' 20' 2o' MINIMUM CLEARANCE AROUND A FIRE HYDRANT 28' R TYP AY 20' 20' ACCEPTABLE ALTERNATIVE TO 120-FOOT HAMMERHEAD FIGURE D103A DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND it af;t9�t� -------- ------�- OFFSET w{v RE LOCRTE➢ a A OMER lBT OR RIGHT, NOT To aca.tF$ tr a gsEkd{§r R � I 8! S! b $ $ I 9! {0 laW APPROVED O' 1 .. cR1a ewrsv C� 0QLWWn 9F RruhFB�f 0FIt eT CUL-OE�4AO aEmor. R sr.-pmp no 00 W � `— ° �C ULFFS MCK FACE ' RNY A A IlE NOT TO SCAIE tef11'E 1 L'1,W4E R Lime 11CR@P6RV Or1Ra pl@IMAlTI law A■@ I a R I L' I L R 1 LR L 0@ » 1a 1@ um IS1@4T Ha _R S1.ST�IF 2W 7t2'3rze W -KI.W 1@' 17A17 BP X /C 1 eA0@' 16°1697' 172 31.79 1O@' 9A.88' 21TYT1Y X Ib.w @0 1R.�@ WX a@ 1 tia.X 1B W X 11@ aea2 1p@ 26YD zwor 1T w faa211'.a inw 6@ SS YY 11' ■Xl/ 1S'X4P ]1i 2A4r'10@ ZS.i1' 2PT•1T Zf' X 1Sip' •e' 1TTSP TS @n.�x 1 slier 1@°al`dP' 11@ rrar, M 2"N z ow1r W 1$7m m 1e1ar It I X 2s 11-1 039 17-1r3T nT 3W I W *11M 21.'25 Or W 157.11' e1' ZILV a uG7T CUFYE I-iDOEGF 90 0A1E 618E cU■LES�OEar App■EWTE am it mo@ warw asar — m'wrr a W-W ; MFROw WF. L'9117ryOr NVE"M oue owlet cf CIIL4)&"C 1-naexa 1■v. er r�o euE iec r. urn: laic e nTF i i ■rArT@ano Ha soo C. On streets, driveways, etc where no cud} exists and the entire right-of-way Is to be a fire lane, paint both sides of the street as indicated in Section B above. Paint white letters in the street five (5) feel in height `FIRE LA14E — NO PARKING — FIRE LANE — CVC 22500.1'. Vertical separation between words shall be forty I40} Seel [See Figures 2 & 31. WHITE RED WITH WHITE LETTERING WHrre Concrete Paving IIt�IiiTil,- i r l` lip ,- Notes �1 Sod Refer to: Landscape Planting Legend vehicular su uTt system Refer to: Landscape Construction Plan Refer to- Landscape Specifications 0 Compacted subbase Reterto- Landscape S ecifications Referto: GeotechnIca iPEngineer'sdocuments ® PUNrated drainpipe wrapped in filteF fabric Refer to: CIA Erlgineet'sdocuments �5 Iliar fabric Retertn: Lamcape5pecification5 ® Conpacted tubgrado Referto- Ge r'tiCal Engineer% documents �7 AdT'acent cnncrete pawing Refer to; LanrFuape Construction Plan ® Concrete containment curb Refer to- Gaotechnlcal Eagmeer'S documents STREET OR AraVF FIRE (5') LANE [5'J NO [6'] 140' BalwEerT Worwsj PARKING [5'] FIRE [5'] LANE [5'] CVC 22500.1 (57) Floure 3 20' Min. • Fire Access Lane e• _ T.- 20' FIRE LANE WITH TURF BLOCK Alternate Fire Lane beyond sign 4: "No Parking of Vehicles Beyond This Point" LEGEND PROPERTY LINE — ERRANT BALL FLIGHT ZONE iiiiiiiii ►��i�i�i�i�i�i�i� PROPOSED STRUCTURE INCREASED HAZARD DENSITY FROM LIGHT HAZARD (0.10) TO ORDINARY HAZARD GROUP (0.15), SEE DEFERRED FIRE SUPPRESSION SUBMITTAL KEY PLAN Mow Curtr at fire lane with red stencil every 30' irderval: No - Parking - Fire Lane - MAIN ACCESS / INGRESS SECONDARY ACCESS / INGRESS HOSE PULL (MAX. 300' FOR GUEST VILLAS AND ANCILLARY BLDGS PER RSFD) J (N) FIRE HYDRANT POOI (E) FIRE HYDRANT FIRE DEPARTMENT CONNECTION ,�1 STAND PIPE (IN WALL CABINET) q®1 SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 Gensler 225 Broadway Suite 1600 San Diego, CA 92101 United States Tel 619.557.2500 Fax 619.557.2520 0 Date Description A 2019_08-16 DESIGN DEVELOPMENT PACKAGE B 2019 11-25 PROGRESS CONSTRUCTION DOCUMENT SET Seal 1 Signature NOT FOR CONSTRUCTION Project Name SILVERROCK - SITE Project Number 55.7598.004 Description SITE PLAN - FIRE ACCESS H2 Scale As indicated 0' 25' 50' 100, S1 A00n504 © 2015 Gensler U 45 CD C:� �I oI 00 I_ LO I U U Q I z LU I to CV 0 U) IY U 0 Cn n rn 0 ti 0 CV OCC FIRE ACCESS 0 SCALE: 1" = 30'-0" SHEET NOTES NOTE: 1. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS; FIRE EXTINGUISHING ALL STRUCTURES TYPE VB CONSTRUCTION TYPE. SYSTEMS; INCLUDING AUTOMATIC SPRINKLERS, WET, AND DRY STANDPIPES; HALON BUILDING GROUPINGS DO NOT EXCEED AGGREGATE 24,000 GSF AREA AND ONE STORY SYSTEMS AND OTHER SPECIAL TYPES OF AUTOMATIC FIRE EXTINGUISHING SYSTEMS; AND FIRE SEPARATION OF ALL STRUCTURES > 10', NO FIRE RATED WALLS REQUIRED WITH OTHER APPURTENANCES THERETO SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY FOR EXCEPTION OF 2 HR FIRE WALL AS INDICATED REVIEW AND APPROVAL PRIOR TO INSTALL 2. POST INDICATOR VALVES, FIRE DEPARTMENT CONNECTIONS, AND ALARM BELL SHALL BE LOCATED ON THE ADDRESS / ACCESS SIDE OF THE STRUCTURE PER UFC 1001.4 3. BUILDING ADDRESS NUMBERS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER FHPS POLICY P-00-6 UFC 901.4.4 4. FIRE ACCESS ROADWAY SIGNS OR RED CURBS SHALL BE PROVIDED WITH FHPS POLICY A-08-1 5. FIRE ACCESS LANE SHALL BE CONSTRUCTED TO WITHSTAND 95,000 LBS PER FHPS POLICY A-08-1 AND ALSO COMPLY W/ CFC 503 - MOST CONSERVATIVE LANGUAGE GOVERNS: ALL FIRE ACCESS ROADS WILL BE CAPABLE OF SUPPORTING THE IMPOSED LOAD OF AT LEAST 75,000 LBS AND WILL NOT EXCEED 105 OF GRADE. ALL FEATURES OF THE FIRE ACCESS ROADS INCLUDING TURNING RADIUS AND DEAD END DESIGN WILL BE IN ACCORDANCE WITH CFC 503 AND APPENDIX D OR OTHER APPROVED. RESOLUTION 2017-001 / SITE DEVELOPMENT PERMIT 2016-009: 56. "ALL FIRE DEPARTMENT APPLIANCES SUCH AS, FDCs AND PIVs SHALL BE LOCATED ON THE FRONT ACCESS SIDE OF THE BUILDING. PIV AND FDC APPLIANCES SHALL NOT BE LESS THAN 40' FROM THE BUILDING AND WITHIN 50' OF AN APPROVED ROADWAY AND NO MORE THAN 200' FROM AN APPROVED HYDRANT." FIRE CODE TABLE C102.1 REQUIRED NUMBER AND SPACING OF FIRE HYDRANTS FIRE -FLOW REOWREMENT MINIMUM NUMBER. AVERAGE SPACING MAXIMUM DISTANCE FROM ANY [gpml OF 14YORA14TS BETWEEN HYDRANTS'..`.`r POINT ON STREET OR ROAD Ifeetl F RONTAGE TO A HYDRANT" 1.750 ar less I Sop 250 2,000-2,250 2 450 225 FIRE FLOW p 2,250 GPM/ 20 PSI FOR COMMERICAL STRUCTURES 2s' P. TY 1,000 GPM/ 20 PSI FOR RESIDENTIAL STRUCTURES PER RSFD LETTER 03.23.2016 For 51: t foot = 304.8 mm. 60' 60-FOOT "Y" 60, 20' 28' R TYP. r26' 120-FOOT HAMMERHEAD 20, 26' 20' 2o' MINIMUM CLEARANCE AROUND A FIRE HYDRANT 28' R TYP AY 20' 20' ACCEPTABLE ALTERNATIVE TO 120-FOOT HAMMERHEAD FIGURE D103A DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND it af;t9�tIe -------- ------- OFF9E-r w{v RE LOCRTE➢ a A E "ER IBT OR FOGHT, NOT To aca.tF$ tr a gsEkd{§r h 1ggs �- rla � R � I 8! U b $ $ I 9! {0 laW arrleoveo sr' cRla eeorm C� — ---- cavnr of srrrvraor OfFSLCT CUL-OE-$AC 1�TRaP1BH�l.. 9�E@flOER OHlR O1L FL E4&@6 _. sTAMWAD Mu. 00 W � `— ° �C ULFFS MCK FACE ' RNY A A IlE NOT TO SCAIE tef11'E 1 L'1,W4E R Lime 11CR@P6RV O11Re law A■@ ■ R L' R L R L `R0@ » 1a 1@ elver ISir4T i1P S1.ST�IF 2W 7t2'Srzr W -KI.W 1@' 31.79 10a' 9A.8r 21TYT1Y X Ib.w @0 I., !r X 2r1 ea.a@ 1B'WX 11r 2l.d2' 1pr 26.Yr zwor1T w is&v'.a' rrar, M 2"N 2 Owlr W 1$7m m Tf X 2r 11-1039 17-1r3T nT 3WIM 'Jom' 21.'2V 9r W lrr.11' e1' a uG7T CUFYE I-iDOEGF 90 0A1E 618E cU■LES�OEar App■EWTE BOW 1r mw warw soar — m•w@r a W-W ; MFROw W: t7O117ryOr MVE"M oue owlet cf CUL4D&RAC 1■rlaexa 1■v. er MlN ■ue rec r. w1ro: laic e nTF i i ■rArT@ano Ha soo C. On streets, driveways, etc., where no cud} exists and the entire right-of-way Is to be a fire lane, paint both sides of the street as indicated in Section B above. Paint white letters in the street five (5) feel in height `FIRE LA14E — NO PARKING — FIRE LANE — CVC 22500.1'. Vertical separation between words shall be forty 140} Seel [See Figures 2 & 31. WHITE RED WITH WHITE LETTERING WHrm All -- Concrete Paving L /* Notes �1 Sod Refer to: Landscape Planting Legend 0 VehICUl■r su oTt system Refer to: Landscape Construction Plan Refer to- Landscape Specifications �3 Compacted subbase Reterto- LOWNCape S ECifications Referto: GevtechnIca iPEngineer'sdocuments E4 PUNrated drainpipe wrapped in filteF fabric Refer to: CIA Engineet'sdocuments M5 Filtar fabric Retertn: Lamcape5pecification5 ® Conpacted subgrado Referto- Ge r'iiCal Engineer% documents �7 AdT'acent cnncrete pawing Refer to; LanrFuape Construction Plan ® Concrete containment curb Refer to- Gaotechnlcal Engmeee'S documents STREET OR AraVF FIRE (5') LANE [5'J NO [6'] 140' BalwEerT Worwsj PARKING [5'] FIRE [5'] LANE [5'] CVC 22500.1 (57) Floure 3 20' Min. • Fire Access Lane a• _ T.— 20' FIRE LANE WITH TURF BLOCK Alternate Fire Lane beyond sign 4: "No Parking of Vehicles Beyond This Point" LEGEND PROPERTY LINE — ERRANT BALL FLIGHT ZONE iiiiiiiii ►��i�i�i�i�i�i�i� PROPOSED STRUCTURE INCREASED HAZARD DENSITY FROM LIGHT HAZARD (0.10) TO ORDINARY HAZARD GROUP (0.15), SEE DEFERRED FIRE SUPPRESSION SUBMITTAL KEY PLAN Mow Curtr at fire lane with red stencil every 30' irderval: No - Parking - Fire Lane - MAIN ACCESS / INGRESS SECONDARY ACCESS / INGRESS _ HOSE PULL (MAX. 300' FOR GUEST VILLAS AND ANCILLARY BLDGS PER RSFD) J (N) FIRE HYDRANT POO (E) FIRE HYDRANT FIRE DEPARTMENT CONNECTION toSTAND PIPE (IN WALL CABINET) SILVERROCK DEVELOPMENT COMPANY, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 Gensler 225 Broadway Suite 1600 San Diego, CA 92101 United States Date Description Tel 619.557.2500 Fax 619.557.2520 2017.08.21 SCHEMATIC DESIGN 2017.10.30 100% CONSOLIDATED BUDGET & SPACE PLANNING ISSUANCE 2019.05.31 DESIGN DEVELOPMENT - OCC Seal 1 Signature NOT FOR CONSTRUCTION Project Name SILVERROCK - SITE Project Number 55.7598.004 Description SITE PLAN - FIRE ACCESS OCC Scale As indicated 0' 15' 30' 60' S1 A00n505 © 2015 Gensler Riverside County Fire Department Office of the Fire Marshal Riverside Office: 2300 Market St., Ste. 150, Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Palm Desert Office: 77-933 Las Montanas Rd., # 201 Palm Desert, CA 92211-4131 Ph. (760) 863-8886 Fax (760) 863-7072 DATE APPLICATION FOR ALTERNATE MATERIALS AND METHODS 11.20.2019 REV 09.09.2020 PROJECT NAME PROJECT ADDRESS PERMIT OR APP. NO. SilverRock Resort SilverRock Way 52000, 52100, 52150, 52200, 52400 OWNER'S NAME OWNER'S ADDRESS PHONE SilverRock Development Company, LLC 3551 Fortuna Ranch Road, Encinitas, CA 92024 (760) 634-6543 TENANT'S NAME (Ifother than owner) TENANT'S ADDRESS PHONE Montage International 30801 South Coast HWY, Laguna Beach, CA 92651 (866) 551-8244 APPLICANT'S NAME (Not company name) APPLICANT'S ADDRESS PHONE Please Print Veit Kugel, Gensler 225 Broadway #100, San Diego, CA 92101 (619) 557-2529 RELATIONSHIP OF APPLICANT TO PROJECT AND COMPANY NAME FIRE DEPT EMPLOYEE FAMILIAR WITH PROJECT Architect, Gensler Kohl Hetrick Pursuant to Section 104.9 of the 2016 California Fire Code (CFC), a request is hereby made to the Fire Marshal for an alternate material and method from Section CFC 503.2 and CCR 3.05(a) , which requires that: CCR Title 19 Div 1 § 3.05. (a) (a) Exception: The enforcing agency may waive or modify this requirement if in his opinion such all-weather hard -surfaced condition is not necessary in the interest of public safety and welfare. CFC 503.2.3 Surface Fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus and shall be surfaced so as to provide all-weather driving capabilities. RVC Fire requires a minimum of 60,000 pounds over 2 axles I request your acceptance of: (Use attachments if necessary) Fire Apparatus Access Road to be constructed of 12' of concrete and 8' of GrassPave2 surface both suitable for a min. load of 75,000 lbs. The FAAR will connect to the FAAR recently build and AMM approved 2016 at the SilverRock Golf Course I believe this proposal complies with the intent of the provisions of the CFC, and that the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in the CFC in quality, strength, effectiveness, fire resistance, durability, and safety because: (Use attachments ifnecessary) Proposed construction and alternate road surface is similar as attached approved AM&M from 2016. Veit Kugel, Gensler v0 OWNER, ARCHITECT OR ENGINEER SIGNATURE TITLE DECISION OF THE FIRE MARSHAL ARCHITECT OR ENGINEERS SEAL ❑ Approved ❑ Approved with Stipulations ❑ Denied Stipulations: DATE FIRE MARSHAL or authorized designee 5/16/16 100% Grass Covered Porous Pavement Grasspave2 Flem1ble Plastice Porous Pavement Grasspave2 protects and en- hances the environment in three ways: First, made from 100% recycled plastic, Grasspave2 keeps common consumer and in- dustrial products from going into landfills. Second, grass paving directly improves the environ- ment by recharging water tables on site (reducing flooding hazards downstream), reducing sources of oils and solvents from asphalt, absorbing carbon dioxide, and creating oxygen. Third, it en- hances the beauty and quality of the built environment —replacing hot asphalt paved areas with cool, sparking green lawn -like Product Description ff II IIII IIII IIII `If{ Grasspave2 has thin -walled independent plastic rings con- nected by an interlocking geogrid structure, which, because it is installed below the surface, is invisible in the completed project. While the rings are rigid, the grid itself is flexible, which makes it easy to install on uneven grades, and reduces usual cut and fill requirements. The rings transfer loads from the surface to the grid structure and engineered base course material below, thus preventing compac- tion of the upper root zone of the grass. A single ring supports small loads, such as shoes; several rings support tires and large loads. The rings also act to contain the root zone medium (sand) and prevent lateral migration away from tires, feet, or other loads. This protects the grass root system, enabling roots to grow deep into the porous base course. The result is healthy, green turf at the surface. One person can easily install the Grasspave2 rolls at a rate of 70m2 (750 ft2) per hour, plus time for base course preparation and grass installation (seeding, sod or sprigging). Step-by-step instructions are included in our Installation Instructions, which accompany each order. Features and Benefits *Allows 100%o grass coverage instead of asphalt • Made from 100% post consumer plastic • High strength to weight load -bearing capacity • Supports vehicular and pedestrian traffic • Maximum porosity • Low to zero runoff • Free airlwater movement • Permits more trees ■ Cooler site `° • Greater oxygen • Removes air pollutants " • Can preserve existing trees N R • Helps to meet "Green Coverage Codes" • Fast, low cost installation ' • Competes in cost with asphalt paving • No gutter and rain system needod • No added land required for detention facilities • Lower life cycle costs orsodde6mi' Applicadons sand ial GMNgMrv@2 -1 in 2.5 do twM90" ■ Churchlemployee parking end erg sr$.,,E ■ Overflow and event parking i baae cmrrae -Bin to 12 In . Golf cart paths I II I I��— cm�aea auay�� ■ Residential driveways ■ Frelanes Specifications Unit Size —20"x 20"x l" (50 x 50 x 2.5cm) Unit Weight —18oz (510 grams) Strength — 15,940 psi (109,906 kPa) Connector Pull Apart Strength (Tensile) - 458 lbfrn Color — Black Resin —100% recycled HDPE with 3% carbon black Shipped in Rolls (431 sq ft standard, other roll sixes available) 92°% Void Space (8%v plastic by volume) Invisible Structures, Inc. 1600 Jackson Street, Suite 310 www.invisiblestructures.com Golden CO, 80401 800-233-1510 Fax: 800-233-1522 (DISI, US Patent #5 ,250,340 r� +7 AM q IVIO V, MV T'I lot oil UPDATED! 15,940 p'sr-r2.29 million psf 109,906 kPa Introduction History of Porous Paving Pebbles, cobblestones, and wood decking structures have been used since the dawn of civilization to reinforce where we walk and the roads we use. Little did we realize that these methods had benefits over the modern trends of sealing up the ground with asphalt and concrete. Porous, permeable or pervious paving —whatever you prefer —became a method for addressing stormwater issues in the early 20th century. Concrete turfblock for grass paving began in the mid-1940s and plastic versions were invented in the late '70s and early 'fills. Great advance- ments have occurred in pervious concrete, pervious asphalt, and other permeable sur- faces. We introduced Grasspave2 in 1982, improving upon these earlier concepts. In 1993, Gravelpave2 was unveiled, the only product specifically developed for gravel porous paving. Fast forward to this millen- nium, and Grasspave2 and Gravelpave2 are considered by most, the finest porous pavers developed. infiltation ofthegmind Porous paving allows rainwater to percolate through the pavement's surface and back into the ground (infiltrating), where the water is cleaned and returned to ground water supplies. Porous paving improves upon impermeable sur- faces, such as concrete or asphalt, which do not allow for this natural filtration. Rain collects airborne and surface pollutants such as sediment, brake dust, chemicals, vehicle exhaust, oil, salts, fertilizers, bacteria, and animal waste. On impermeable surfaces the polluted rainwater runoff (non -point source pollu- tion) is collected, concentrated, and discharged to downstream waters such as streams, reservoirs, and lakes --our drinking water. This runoff also harms vegetation and wildlife with increased water volumes, velocities, and higher temperatures. The Grasspave2 and Gravelpave2 systems protect against this dangerous runoff by processing and cleaning the water, thus safeguarding the natural water cycle. State of the Earth Invisible Structures, Inc has developed an entire line of products r and environmental concerns. Rainstore3, Slopetamez, Draincore2, and Beachrings2 can work in addition to, or in conjunction with, Grasspave2 and Gravelpave2 to provide your site, home, or office with stormwater and environmental enhance- ments, Our products can store and collect rain, provide erosion and sediment control, efficiently convey and deliver water, and protect natural areas. Advanced Technology The Grasspave2 and Gravelpave2 systems are based on a simple, but impressive technology —a series of rings (cylinders) connected on a flexible grid system. The cylinders are engineered to withstand to address stormwate f�asspe � ►ergs rarRs a nd Gra w alpa� large rolls (�ors�orvnjrnstaNgQaakfyarrdmnFormtau�erontaas significant structural loads and the grid provides stability, flexibility, and continuity for large areas. The grid system also has the unique ability to be rolled up for easy shipping, handling and installation. This engineered design allows For any street -legal vehicle (and sometimes larger) to park or drive on our Grasspave2 or Gravelpave2 surfaces. The point Ioad pressure is transferred from the top of the ring, through the fill material and cylinders, to the engineered base course. Comrphoto.414esr7nr(i dandReswtand5pa,Scottsdare,ftwa--crasslvave211re► Mandcravelpau2rarerare(aoraerewiatM"4. 4 The ring and grid structure is 92 percent void space allowing For the healthiest root zone for grass (in Grasspave2) and male deco- rative gravel (in Gravelpave2) for some of the most attractive paved surfaces around. Less plastic means more natural looking surfaces. This technology also makes for better runoff coefRclents and better percolation rates, 120 psi Maximum on Public Highways! F,ven empty, Grasspa► O and The heavier a vehicle, the more axles and tires it needs to support the load heirig carried. Grasspave2 and Gravelpave2 will meet and exceed all loading criteria. V&le iaadng Examples Auto tires: 40 psi Ti uck tires: 110 psi ' DC-10 tires: 250 psi 'a F-16 Woes, 350 psir►w1►ri,aiy4soun►ai Fire ti,rck with ouo iggers: 78psi ard&aSspave2in VV' ' (An 85,000 ih rnick distributed fo four outrigger pads is equal to 21,250lbs. for each outrigger pad with 12' x 18' surfrce cancan Ivith Geasspase?) at►am a, A4onhale All these Vehicles are well within our 5,700 psi loading capability. With a sturdy base course design, our rings will easily perfornt 00 under all conditions. It's also a good design practice to strengthen concrete sidewalks and curbing that will be mounted by fire trucks. CSI 3212 43 Flexible porous Pavers In 1997 The Construction Specifiers Institute (CSI) came out with a generalized listing (02795j For all porous pa►Ing products. However, since performance and application is varied even in the porous paving industry, the 2004 CSI MasterFormat'I has adopt- ed a new number 3212 43 Flexlble ImPorous Paving, to recognize that i Grasspave2 and Gravelpave? are in a class by themselves. Best management Practise Porous paving Is recognized as a Best INIanagement Practice (B.. IP) by the Environmental Protection Agency, the Center for Watershed Protection, the U.S. Army Corp of Engineers, and countless other feder- al, state, regional and local authod- ties. In addition. Grasspave2 and Gravelpave2 are often mentioned by name, as the product of choice for many of these agencies. Applications Stuanwater Management The Grasspave2 and Gravelpave2 systems can easily handle storni water from an intense storm dropping three inches of rain In less than thirty minutes! In one square meter (4W x 401 there are 144 rings, two niches in diameter by one inch high, With one inch of fill in the rings and a standard road base of sandy gravel six .'SMNNNNjNL- w 8n000ditrtrPointkegionalFark, FartM}►xrs8�ah` Florida—(zrawzipave� AarkrraJbays6lelwd u� with ahe na�lSurro�rdFrx,� inches thick, our porous systems will percolate approximately 'Iz inch of rain per hourl A seven-inch section can store 2.4 inches of water (about 20 percent void after compaction). Alternatively, hard surfaces, such as asphalt and concrete, shed 95 percent of storm water. Aesthetics As a designer, engineer, contractor, or homeowner, you can be sure Grasspave2 and Gravelpave2 can deliver a mare beautiful surface and add a unique look to a site. Grass simply looks better than asphalt and decorative gravel has been used for centuries in landscaping. Space constraints can be dealt with by combining the beauty of grass or gravel with the utility of paving. Trees and other vegetation not only survive, they thrive with Grasspavez and Gravelpave2. Porous paving has the ability to deliver water, oxygen and carbon dioxide through the crass sec- tion —all essential to root survival. Concrete and asphalt suffo- cate and starve the root zones of water and air. With Grasspave2 and Gravelpave2, you can now design in as many trees and plants as your site will allow. Grasspave2 and Gravelpave2 prevent com- paction while allowing for ample amounts of water and air. Cars can then drive and park below tree canopies. Saving existing, mature trees is also possible with our products --our structures can come within inches of the mature tree trunk without damage. Our mats have the ability to flex with the tree root growth that would otherwise damage and crack hard surfaces. Environmental Benefits Grasspave2 and Gravelpave2 not only protect the environment, they enhance it. All of our products are made from 140 percent recycled plastic —plastic that goes into improving the environ- ment and not into a landfill. Through bioremediation, porous pavers have the ability to clean pollutants (heavy metals, 96-99 percent; suspended solids, 95 percent; phosphorous, 65 percent; nitrogen, 82 percent, hydrocarbons, up to 100 percent) out of starmwater. Our products also reduce erosion and soil migration, reduce site disturbance, and contribute to airborne dust capture and retention. Cooling the atmosphere and reducing the "urban heat island e&cr (cities being up to 16 degrees hotter than undeveloped land) are added benefits of Grasspave2 and Gravelpave2. Both products can mitigate these increased temperatures. In addition, Grasspave2 promotes the conversion of carbon dioxide (green- house gas) into oxygen and has an "air-conditioning effect.' Dri%"ays Environmental, economic, and aesthetic enhancements are drawing homeowners and designers to use Grasspave2 and Gravelpave2 in driveways. Most residential driveways are good candidates for our porous duo because of the reduced speed and limited frequency of traffic. Our products can add beauty to residential and commercial driveways. Parking Lots Parking for churches and synagogues, stadiums, arenas, and overflow, at shopping centers, campuses, parks and more are ideal for Grasspave2 and Gravelpave2. These sites generally support large numbers of vehicles but only on periodic basis. Stormwater management and green space can be combined with parking, reducing maintenance, real estate, and development costs. A great design idea is combining durable Gravelpave2 drive aisles with attractive Grasspave2 parking bays. Pedestrian, Horse Trails and Bicycle Paths Garden paths, greenhouse aisles, sidewalks, park paths, and wilderness trails paved with Grasspave2fGravelpave2 provide a stable surface for strollers, bicycles, wheelchairs, and horses. There are no puddles or mud and traction is very good. Tree roots break up hard surface sidewalks, but our mats flex to accommodate such shifts and gradient changes. Plus, with the high proportion of air, roots are discouraged from moving upward. Mountain bikers will not be able to tear up paths reinforced with Grasspavel/Gravelpavel. Our products can resist the destructive forces of mountain bikes, allowing your trails to be reopened to bikes. A Fire Lanes 13y far, the most common application for Grasspave2 and Gravelpave2 installations is for fire lanes. Our long and established history of providing safe, well - constructed fire lanes began in 1982 with our first instalIa- tion in Snowmass. Colorado, near Aspen Ski Resort. Since then, we have firmly established credibility for this application. Tests have been conducted by several fire departments in Aurora, Colorado and Irvine, California. Nearly every major U.S. metropolitan area has accepted and used 0 Grasspave2 in a fire 00 lane. You will most likely find a fire lane v installation k' in your area. i i OMIW 8 Grasspave2 Installation flats can be rolled out in minutes! 6DD m2 (6,000 A per two -person hour! For steps shown belo►v-100 m2 (1,080 so per two -person hour! mare andmmpactsandand giaaelba� caxsu u ❑7 �yf0lJ15E8Rdf [1901110W67gtjC'i�. . AMyH)4oc owWx1um.. F ir. y Itz tkea rega?arlaarirttatmr for�x. �Orltl[BClele? TheC,r�ss�mas�parousp�aeemerttsystem rsuonrprisedola samdygorav�eltrasem�orse, Hyftpwp*w-krtff&ff m&tu% ft&-asWaWrhVaridgridsu sharpc&wdemr4andgras mWarson! Rwgodw1*W yroner. l• T - :t i p fir._ ► *• R 9 Grasspave2 Installation Proeedvres This installation section is only intended as an overview. Please review our Grasspave2 Tedmical Specifications (available at www.invisiblestructurescorn or ca 11800-233- 1510) for comprehensive installation insuvctlon& Excavate a space for the base course as determined by site soils and loading requirements. Place and compact sandy gravel which should be a mixture of clean sharp sand and gravel varying in size but nut exceeding 314 of an inch. To check porosity, use a hose to see that water flows into the base and drains away. Add subsurface drainage as necessary to law spots or locations with poor draining soils. Install irrigation lines and sprinkler heads if necessary. Apply the Hydrogrow mixture that is included free with your order. Hydrogrow is a mix- ture- of polymer and fertilizer designed especially for our Grasspave2 system. kS'�;. r .1 Roll out Grasspave2, aligning the side hole fasteners over the side pegs. The warmth of the sun will relax the plastic so it lays flat. Cut the grid between rings using pruning shears, Incorporate the cut pieces in other areas, as needed, keeping the distance between the rings uniform. Fill rings with clean sharp concrete sand (AASHTQ M6 or ASTM C-33) using large rakes and brooms so that the tops of the rings show when done. Lay turf over the rings. On warm days, wet the sand first to lower sand temperature and provide moisture for grass roots. Seeding and hydromulching is also an accepted vegetating method at this stage. Repeated hydromulchinglseeding may be necessary. Roll sod with heavy toiler to eliminate air pockets and make sure roots are in contact with the sand fill. Water lawn as usual according to climatic requirements. Whether the area has been seeded or sodded, wait to drive on grass until two mowings have been completed, by which time the root system will be established and the sod pieces locked into place. In an emergency such as the need for fire truck access, grass may be driven on immediately after installation. Use a regular lawn mower for maintenance. There should be no paver parts protruding through the surface that would damage mowers. Do not aerate! •� • `� •• r - ti. - if �' l_� �RF ` � •=its �`-fiM' r ; • . __ �'`• - L �� ." .- � 4 ` ��, _._:��' �•�: p• _ . 4 _�e'��`' . �x�_ tom"'• : r .1. �"' _ ,, �: _ . •''.�•• , 10 A. j Y; Ptaoearrf aorr�Oart sand andgravefroaat ase. RoflautG aelpav2?allgnkxdmmWfitrasteners, Secure mars alto a,xliors provided (s+re aml type may vary). Tiff rings with clean gravel, Con�aart gra�rl n�Gh vlbrawrruperorf�ar place corrgvacmr �mt sf nwrrj Gravel pavO Installation--- Gravelpave2 Size/Shape Fill Requirements You will. need 1'' of gravel fill, compacted. Be careful to order enough for the compaction process and choose a gravel size that will nest well into the rings. We have found that Yr' minus crushed stone and sometime Ve" with limited small sharp screetrings (#40 to #100 screen) works well. Washed graiei will roll within the rings and will also "roll about." For this reason, we do not recommend pea grikVPl. eVelr though it is often very attractive. A visit to your local quarry is suggested. LVe have found that some geological areas of the United States have limited types of sharp gravel available. It has been necessary to import gravel from a neighboring state, but remember the aniounts are relatively small -- the top one -and -a -quarter inch of the cross sec- tion. Gravel should be as free of fines as possible. To maintain porosity, avoid soft stone materials with law durability that will break easily. Other Fill Materials for Gravelpavve2 Please ask our staff for assistance with this category since it is use -specific and often experi- mental. Ground rubber. crushed glass, crushed brick, and many other materials can be useful as attracrive. fill materials for various applications. Thenrioset (epoxy polyurethane. etc.) binders may be cast prohibitive for most projects, but offer unique design possibilities, including clarity, color enhancement (wet look), flexibility, and durability. Our technical support staff will assist with selection of gravel sources, The photographic samples shown on this page will help you marrow your gravel choices. Should you have questions concerning the selection, please submit a small sample For approval prior to specifying or securing the materials. Mats can be rolled out in minutes! GrwelpaW Installation Procedure This installation section is only intended as an overview. Please review our Gravelpave2 Technical Specifications (available at www.invisiblestructurescom or call M233-1510) for comprehensive installation instructions. Prepare sandy gravel base course to a depth as determined by a soils engineer. Compact with a vibrating plate compactor or use a heavy motorized roller for large jobs. To test porosity, water with a hose and check to see that water drains readily through the base course before installing the Gravelpavez mats. Roll out mats with the grain (in the same direction) so that the snap fit fasteners can be used with neighboring mats. To fit around boxes and curbs, cut the grid between the rings with pruning shears and scissors or a small portable electric hand saw. Fasten the mats together using the snap fit fasteners that are molded into the product inserting the prongs into the rectangular openings. Tuck the fabric underneath the fasteners to keep joints closed. A quarter -inch nut driver head (6 nun) fits nicely over the fastener to compress the pieces together. A piece of lumber placed under the Gravelpavez mat will provide stability to aid in fastening. Supplied anchors must be used to secure the mats to the base. Hammer anchors with washers at a rate of one anchor per six rings in both directions, Use extra anchors around the perimeter of the Gravelpavez install and In high _ traffic areas. Reciprocating hammers can be used to speed up the anchoring { awl 11 process. Anchors should be placed inside the rings as close to the center as possible. Begin anchoring from one corner in a radial pattern. Gradually place gravel fill (see suggested fill material on Facing page) into rings by using a Front-end loader and shaking out the fill as the machine drives forward. Carefully lower the bucket when empty and back up while dragging it above the rings to smooth out the gravel, finishing with a stiff broom. Wheel barrow and shovel works well for small jobs. Contractor tip —you can store excess material for future maintenance, top dressing as may be necessary. Use rakes and/or push brooms to distribute the gravel fill to a level slightly above rings so that compacting the fill will not uncover the rings. Use a vibrating plate compactor or large driving roller again to compact the gravel fill. Additional gravel may be necessary to finish filling the rings. Compact again until the material appears solid in the rings. Wetting the gravel may help it to interlock. Drive on the Installation when finished, If car tires make a pattern, there may he too much gravel or it may need additional compaction. It is expected that tops of the rings may be visible. If sides of the rings show, then add more fill] material and repeat the compaction process. 12 Golf Industry Gravelpave2 and Grasspave2 golf cart paths give the look of a natural path through trees, along faint'ays, and around greens. The Flush surface requires no trinnining or edging.'rracciari is excellent with Gravelpare2 and Grasspave2 traction Is slightly better than grass. Grasspave2 and Gr'a.velpm-es can enhance yorrr golf cart staging area, pedestrian traffic area, parking lot, road shoulder, and mainte- nance yard. Automobile Dealership Displays Car dealerships have discovered that Gnasspave2 and Gravelpave.L are perfect for automobile dis- play areas. Dealerships now have an option when it comes to adding paved areas for car transport and display: Dealerships like the "soft" attractive look grass and decorative gravel provide. Utility and Maintenance VehideAecess Providing your site with impor- tant utilitarian ftnlctions with- out compromising beauty is simple. Grasspave2 and Gravclpave2 can incorporate a structural road without inter• rupting your landscaping. No obtnisive concrete or asphalt access roads are necessary to get to window crashing areas, pump stations, microwave tow- ers, tanks, or electrical boxes. Unique Applications Our mats are installed in some unique and interesting places: 1-lelkopter landing pads, rate car display arenas, outdoor amphithe- ater seating, under picnic tables, under concrete pavers (support), airplane display and transport, cemetery marker reinforcement, eave drip lines and more. Installations arse not limited to traditional paved areas. GrasspavO Charamristics Large Rolls Our patented systems have a shipping, handling and installation advantage as well —large rolls. Our standard roll sire (model 2020) covers 431 sq. ft. (40 in?) and weighs 192 pounds (87 kg). Other roll sires are available. Installers of our products have mpeat(Aly commented that they Lab Compression Test Results Load -bearing capacity of filled Grasspave2lGravelpave2 rings ►%. concrete, and vehicle loading examples li Grasspave2lGrave�arae- 5,720psi rapacity (fi1A4 C�mrere-3,UOOpsrcapacrty u J x � C Runoff Comparison Chart Runoff coefficients, GrasspavezlGravelpave2 and 100`Rb sandy gravel base over various soil types 90% A#,ep 80% near" 70% �. 60%„rcmr 50% 30% 20% 10% � 0% .o...,a 1 2 3 4 5 6 7 8 9 10 11 12 Inches of Rain During 24 Hours Cakulatmw irdude GP1(Wplwed corer 6' otsaMy gr" base course, lmd off tsatire sods mdiraeed Rhtg and Grid Structure Grasspave2 is by most accounts the best flexible grass paver made today. Its unique ring and grid structure allow for flexibility, stability, and exceptional grass growth, With 92 percent void space for healthy roots and 100 percent grass coverage, Grasspave2 is the indusn y's preeminent choice. Our installations are hard to find because they are invisible! With so little plastic near the crown of the grass, the blades of grass are not smashed by prod- uct. Root development is not interrupted from spreading laterally. The rings are strong and rigid, keeping grass root systems pro- tected from harm. The roots grow directly downward, deep into the sandy gravel base course. enjoy the easy installation. Rolling out Grasspave2 is similar to rolling out carpeting and coverage is fast and eFfi- clettt. The mat system can be easily cut to fit around trees. irrigation, curbing, or other I errain. The rolls have srtap•fit contuvors to atrach to adjacent rolls. snaking one unified, can- tiguous system. This unified ntat system adds stability and continuity In design. GrasspaveZ cat J st as easily he snapped to GravelpavO to add stability and product variation. Hydro9rm Another reason Grasspave2 Is the Industry leader is the addition of Ilydivgrmv soil amendownt, which is supplied with your order: liydrogrow is engineered. to help grass grow, in our sand based root zone. The results are anta7ing and our Grasspave2 areas often look healthier than surrounding turf. By using this special mix- ture in the sand, porosity will be maintained, turf will be attractive, and aeration will not be necessary Sand rill Grasspave2 is the only grass paver on the market specifying sand as part of its cross section. Sand is the best medium to pro- vida v ater and air to the roots and still provide high cornpres- sive strength. The United States Golf Association uses sand for every USDA golf course and nearly every professional and colle- giate turf athletic field uses a sand cross section as well. Topsoil (or other organics fill material) in the rings will eventually compact and damage the root zone. Sand negates the need for mechanical aeration, which can damage Grasspave2 and other grass pavers. Strength When Installed When installed over a thick base course and compacted to 95 percent modified Proctor, sand -filled rings can support 5,700 pounds per square inch (psi) without deflection or compromise to safety. The cylinder is the strongest shape to support compressive loads because it has no corners. Supporting heavy loads with the rings allows us to use less plastic in the product creating a 92 percent void area for root development, combined with strength! Less plastic means a lower cost for you. Id Traffic Frequency Grass as a surface material can withstand from two to six (varies with grass species and environmental conditions) trips daily over the same spot. This suggests that most parking applications we pave with asphalt today could be paved with Grasspave2 instead. Vehicles can remain parked on grass for extended periods of time, provided some relief can be given for a few days for the grass to recover. Lifespan Grasspave2 has a projected lifespan of 60 years. Compared to asphalt with a lifespan of 15 years; and concrete with a lifespan of 25 years, Grasspave2 will save you money on replacement costs. �)0( 0, Irrigation { Grass needs water and you may need to have irrigation installed. Grasspave2 has a sand based root zone which usually requires slightly more water than a normal topsoil or organic root zone. If golf courses in your area use irrigation systems, you probably should in your Grassapave2 installation. Gravelpave2 Characteristics Fabric, Ring and Grid When we developed Gravelpave2 in 1993, our goal was to provide designers a second option for a porous pavement that can tolerate high frequency and low -speed traffic. By molding our ring and grid structure onto a non- woven polyester filter fabric, we were able to create a new product that contains gravel and prevents particle migration and rutting. i Jr Should the fasteners of one mat not align over the distance of another mat, then anchor pins (or eight inch ring shank nails and large washers) can be used to secure the mats along the seam. Forcing the alignment can cause the mats to ripple and not lay down evenly. Traffic Frequency Gravelpave2 has no limits on frequency or duration of traffic on the system. Park or drive as often as you like on Gravelpave2. However, speeds should be kept at or below about 24 mph (30 km/h). Durability Grasspave2 and Gravelpave2 are ! ( made from flexible High Density Polyethylene (HDPE) plastic 3 with UV inhibitors, which } withstands repeated Standard mbs losfrr _- Tart Ohmt ft ww &I,, Terra Cana. P freeze -thaw cycles and f. continuous subzero tem- peratures without crack- ing. HDPE resists aggres- sive chemicals such as road salts, motor oils and fuels. HDPE is highly abrasion -resistant and is unaffected by extremes in pH. A well - maintained Gravelpave2 installation will last 25 years in most climates. Invisible Structures —Standard Product Roll Sizes r Model m R m R m #t mz ftZ kg lbs 1010 1 33 10 323 0.5 1.7 10 108 22 48 1020 1 3.3 Z0 65.6 0.8 2.7 20 215 44 96 1520 1.5 49 20 656 08 Z.7 30 323 65 144 2020 2 6.6 Z0 65.6 0.8 7-7 40 430 87 192 2520 2.5 8.2 20 65.6 0.8 2.7 50 538 109 240 Rolls c he hmiaUed manually (2 People advlaed}. Rolls apply to GrawWft-'. Qwmipare=. Drabmml, and Stawtam4_ Gravelpave2 is the only system specifically designed for aggregate containment porous paving. The cylinders displace the load onto an engineered base course and hold the decorative gravel in place. The fabric keeps the top -dress gravel from compacting into the road base, acts as a weed and vegetation barrier, and suppresses dust. Traditional pavements, including gravel roads, are designed to shed water and keep it away from the pavement's cross-section. Gravelpave2 Is designed to do the opposite —welcoming water down through the system. Plus, Gravelpave2 will not rut, wash- board, or puddle like traditional gravel roads. Snap -Fitt Fasteners Designed into Gravelpave2 is a snap -fit fastener, a two -pronged arrow that fits into a rectangular slot. Simply push the slot over the prongs to easily snap together panels of Grasspave2. To take them apart, just squeeze the prongs together and lift off the slot. Aesthetics Part of what draws many designers to use Gravelpave2 Is the ability to have an area maintain a natural look Many times native soils or gravel can be used as fill material, comple- menting surrounding areas. Gravelpave2 is available In four standard colors —black, tan, gray, and terra cotta (custom colors are available at addition- al cost). Ring colors are intend- ed to blend with the gravel color so they will be less visible should some portion of the rings show. A small amount of excess stone !fill should be left above the top of the rings to provide visu- al cover and additional UV protection. This excess will migrate, but usually not very far. Size and Shape Requirements for Gravel Hit You will need one and a quarter inch (3.2 cm) of gravel fill, before compaction. After compaction the gravel shouid be only be slightly higher than the rings CA inch, 3 mm above). The following criteria for gravel fill will make the most of the systems performance: • Hard —resistant to breaking, crushing or crumbling Sharp and angular (do not use rounded pea gravel) Clean, washed (free of fines) • Size % to % inch (5 mm. to 1 cm) Other fill material may be used in certain situations, but may be considered use -specific or experimental. Please consult with our technical support staff regarding fill material not meeting the above criteria or for installations requiring "binders." 16 Dust suppression Dirt and gravel roads have the potential to kick up dust and dirt when traversed. Many communities have regulations limiting or eliminating gravel surfaces from new construction. Rest assured, If you design a Gravelpavez surface you will be getting a virtually dust - free surface. The clean and washed fill material required to fill the rings will not have any more dust than an asphalt -paved surface. Gravelpave2's geotextile fabric will prevent the dust -sized particles contained within the base material (existing gravel surface or dirt), from being displaced by moving tire or wind forces. Industry Advantages Economic Advantages Whether you are an engineer, architect. landscape architect. contractor or homeowner you will be concerned with the cost of you project. Grasspave2 and Gravepave2 will save you money. Our products will save on design costs, installa- tion costs, component materials, maintenanceloperations expenses and lifecycle costs. We can find a way to reduce your site expenses with our porous pavers. In addition to cost savings in the design phase, you may be able to eliminate other components during installation such as root protection for trees, grates, manholes, curbing, and tree and vegetation removal costs. Oakdale Natexe Preren� Freeport 1lNrrauir�ravxdpan�redures erasionand rYrtting in thisAVA accauffile Emil. When designing, you may be able to eliminate or reduce storm - water filters, detention basins, conveyance lines, modifying grading requirements, or many other necessities" associated with asphalt or concrete. A great deal of your stormwater mitigation plan can be built into Grasspavez and Gravelpave2. Installers have been astounded by the speed and efficiency for which large areas can be accommodated by our large rolls. Unrolling our mats, snap fitting, and cutting is easy and requires no special machinery Please view our technical specifications (from www.invisiblestnactures.corn, call 800-233-1510, or avail- able through our partner network) for the installation procedure. A brief installation overview is also on pages 8 and 10). CarrgvacWsarrdygmvelmadbmpfaaed abovemaWiedubgrade, 95%mouMed ProctordmiV 6mv*ave2MIsare lmdpmnod and rifled WtheleaR AVgrawet Maintenance and operations costs are significantly reduced over asphalt and concrete surfaces. A. (Andy) E. Lindsey, Director of Grounds Maintenance. University of South Alabama, in his written analysis dated February 18, 1999, compared the cost of our porous systems to asphalt pavement using historical data from university records. The conclusion was a $56,000 savings over 20 years, by using Grasspave2 and Gravelpave2. Our products can save you the most money by combining your surfaces uses into one area, Multiple surface use means savings on real estate. design costs, maintenance, insur- ance and more. You can have a fire lane that doubles as "green space" for employees or visitors, combine a parking lot with a bio-swaie and stormwater mitigation system, and expand your lawn into the driveway. The Grasspave2 and Gravelpave2 Installations at Reliant Stadium, Houston, Texas, pull quadruple duty, providing over seven acres of parking, stormwater mitigation, required "green space," and an outdoor festival site which generate additional income. As mentioned above. Grasspave2 and Gravelpave2 have a longer lifespan than asphalt. Compound the above savings with the longer lifespan, and you can have a lifecycle cost which can save thousand of dollars on even moderately sized installations. Competitive Advantages Our porous pavers not only have advantages over impervious surfaces, we are proud to compete with any other plastic porous pavers manufactured. Our products are the strongest on the market 5,721 psi installed (39,273 kPa, 823.844 psf or 7,414,416 psy), or 2.100 psi empty. Grasspave2 and Gravelpave2 have Fof&fiwe 6inpactu d sandy gra vel road base phwedabove WMPKWWb9Mk 95%madiFW �1+i ,]116 Off—,l6 L�.,. l..,li t i, ..1•. a, ,.,77'— 18 92 percent void space for the best root development and grass coverage (Grasspave2 and the most volume available for desired fill (Gravelpave2). Most other plastic pavers come in rigid unit blocks, which are cumbersome to install and difficult to cut and shape. Grasspave2 and Gravelpave2 rolls are considered the favorite to work with by installers, for the flexibility, continuity, and speed of installations. Grasspave2 is the only product on the market specifying sand infill for the grass roots. Sand is recom- mended as the infil] of choice for grass pavers by Professor Bruce K. Ferguson, Univ. of Georgia, author of the book, "Porous Pavements." Competing Technologies Porous paving technology has made great strides not -only in flexible plastic pavers but In other areas as well. Permeable asphalt, permeable con- crete, interlocking unit blocks, rein- forcement mats, and concrete grid pavements, have all Improved and advanced to meet the growing demand for environmentally friendly technolo- gies. It is Invisible Structures firm belief that you should use porous paving, even if it is not our product line, whenever possible. The more you use these technologies, the better accepted they become- If you have to pave, porous pave! Invisible Structures also contends that while these competing tech- nologies have their place, in most instances, our Grasspave2 and Gravelpave2 systems outperform, last longer, require less maintenance, look better, and are easier to install. Check with our technical specialists at 800-233-1510 for the latest data. (Designing for Grasspave2 and Y&MUMCRY Worb ram Vamuwa, 8WtuhCWWnaia—mairutaff parkingftdMinb}'aeer W2.. Cl Design For Use There is an area in your development, site, or home that will most likely ben- efit from Grasspave2 and Gravelpave2. We advise that you take a look at prop- er use patterns, site conditions, and other specifications to get full advan- tage and long life out of our products. Invisible Structures, 800-233-1510, is available for preliminary design assistance and consultation. Please note that other porous paving systems are NOT interchangeable with Grasspave2 or Gravelpavo consult our technical specifications for full installation instruction Considerations for Design: • High use, low speed, and unlimited traffic volume is optimal for Gravelpave2 ■ Low to moderate use, low speed. with recovery time is perfect for Grasspave2 or Gravelpavez .40 • Keep the porous paving area free of sediment and erosion from adjacent areas as they can cause drainage and aesthetic issues. Extra care should be taking for use in swales or berms. • Slope should be considered. Grasspave2 and Gravelpave2 perform the best for all vehicles when the slope is no greater than 8 percent. Light vehicles (golf carts), bicycles, and pedestrian areas can have up to a 20 percent slope. Grasspave2 in fire lanes should not exceed five percent {consult yaur local fire departments). • Check the permeability of existing `j underlying soils. Percolation rates should be .64 cm to 1.3 cm of water per hour {EPA guidelines}, • The water table should be about three feet (approx. I m) below base course in most instances. • Bedrock should not be closer than two feet (0.6 m) below base course. • Avoid use of Grasspave2 and Gravelpavez in areas where high- speed acceleration or braking and turning occur. Examples are entrances and exits to parking lots that connect to higher speed roads. If your site varies from these condi tions, please consult ISI directly, 800-233-1510, as same conditions can be overcome with design and comlmnent adjustments - base Course Design Calculating the depth and composition of materials for the base course incor- porates the same design criteria as for other pavements: • Load -bearing capacity of native (or fill) subsoil, ■ Plasticity or impact of moisture on strength and longevity, • Frostheave potential, and • Traffic load, frequency and/or duration. Sample Base Course Depths Please consult with a soils engineer for site -specific base requirements. ��=► k Generally, the depth that is used under asphalt will be the requirement under fkerane, SW Match C"agRahn graMaadather"XIM Grasspave2/Gravelpave2. Golf carts and vegetsdon cmbegvwnin6rasrpave2 pedestrian traffic may require nothing over sandy gravel soils, and just two to four Inches of base course (5-10 cm) over very weak soils. Cars usually need a six- to eight -inch base course (1540 cm). Buses, trucks, and fire engines can easily require eight to 12 inches (20-30 cm) or more. The use of geotextiles, below the base is not required, but will prevent integration with subsoils and is strong- ly advised in areas of clay or silt soils and frost heave. Do not use 100 percent limestone base as Iimestone will compact and become impervious --if limestone must be used, mix with 25-,30 percent sand (AASTO M6 or equal). zo Bedding Sand Not Necessary Do not use a sand scuing base with our products. Unlike concrete pavers, bricks, and other rigid pavers —our Grasspavez and Grmelpave? are flexible and do not require sand to level. Edge Protection For aesthetic aLnd maintenance considerations, you may want to design in a durable edging material to separate our porous paters From adjacent arras of tuff or to simply delineate a fire Luke r►r path. With Gravelpave2• au edging can prevent vegetation from enn-vaching onto the system and can prevent the gravel fill from rnigiatirg at, Ilie edge. Steel. aluminunt. wood, brick. or con, t'i'ettk fire all afTeptable edging materials- keep the edging flush or slightly bigher than the porous graver grade. Maintenance and Operation Grasspavel Maintenance In-in.iliott is required in dry climates. Any popular pop-up system can be its[ d. Simply rut out rings to reveal the irrigation head. If golf courses in your area wL`ii: irrigation systems, you probably should in . (ntr [:r'asepave' installation. Be careful not to over - water as this gill encxturage shallow root development. Fertilize once a vear with an NPK slow -release fertilizer that contains trace o6net►t"s. There are many brands on the market. Do not aerate! loat'll end up with product damage. When installed using sand in Lhe rings, there will not be a compaction problem. Be careful not to rrse clay -!rased sods in pedestrian or vehicular t ratt:il s..intly soli sod, or seed and mulch. There seeins to be no problem with sad selection for lire lanes. If the Grasspaver area lies just been seeded or sodded, drive on it only ill all emergency, Gravelpaver Maintenance Potholes will rnily appear if the base course lies not been compacted plvprly b4hro laying the rungs or if the base material is alloNvM. to mtx into cJav soils below (use nonwoven fabric to keep srpaiate)- Should this occur, reninie a suction by vacuuming the gravel From Lhe rings. imPOsten the situp At fastener, bring the ban. course to the proper grade raid companion, put the Gravclpacez square beck itt place. anchor, and till to the top of the rings. Seasonally check the rings in high -trains areas and entrance linm for Hover levels of fill and irplace by suWpittg gravel from other areas Lo brig it level again. Leaves should be raked or vacuumed and not allmved to decay. Organic matter rill stlumlate %�ved grnwth And reduce porosity: 'To attack any occa- sional weeds that may locate within the Gra elpave,2 installation, simply spray them with a [geed killer (such as Roundup7") and reinove them when dead. Cold Climate Concerns Porous pavement thaws faster than conventional pavements because it allows melted water to Flow directly through the pavement, increasing the temperature in the cross-section. Grasspa►r?, and GravelpavO are made from flexible High Density Polyethylene (HDPE) plastic with UV inhibitors, which withstands repeated freeze -thaw cycles and continuous subzero temperatures without cracking. .01it.. F►rvateldesialerrctkFlor►stortTX�ras�vawe?stynportedvrasssecri ninMJsarstamhninedriveway. 22 Fire departments usually require you to plow snow that is over three inches deep. (7.5 cm). Consult with your local fire department for their guidelines. Educate your snow removal crew to take care not to have the plow blade make contact with the Grasspave2 or Gravelpave2 systems. Experienced snowplow drivers can leave a thin layer of snow on the systems or they can attach skids C/< inch-2 cm) to the bottom of the blades. Sales and Technical Support Partners Invisible Structures, Inc. welcomes the opportunity to review designs and answer technical questions. Design details, technical specifica- tions, white papers, and other support material may be downloaded from our web site. See a comprehensive list of project profiles and case studies at www.invisiblestructures.com. In addition to the high -quality, professional, experienced staff at our main headquarters in Colorado, we have excellent partners represent- ing their geographical areas. They are prepared to assist you locally, at all levels, with your project needs. Please contact us or check our web site for your partner name and information. Contact Information Invisible Structures, Inc. 1600 Jackson St. Suite 310 • Golden, Colorado 80401, USA 800-233-1510 overseas and locally 303-233-8383 Fax 800-233-1522 overseas and locally 303-233-8282 www invisiblestructures.com email. sales@invisiblesttuctures.com Grasspave2 and Gravelpave2 Patent No. 5,250,340 Held by William Bohnhoff, ASLA. Copyright ® 2006 &asspaw2 humdasamaf, staW=Yawfarpicnk&bhnata mm McWtypoaf. C40idbfte ftkUperabm,11*0 Rock, BrfM &kwitm—Craws mw is used ktthe mafn drive aisle offt wntksya V&W &w*aw ?k=dfar WpanthWbaft Grawdpa . Awailabfe - Gra5V8+O2ftW trtse►ieralmOsrres. Crawe�taw'z: Reusable 4tr w we* 1,97kg sttapo cwu�tor req�ures k ''� �" � 341b] each ( _ 5ths taconmet wd resistsl0fbsaf P fay Blackhw&&eyTerra 1? Cats, qO`' a ' j A. fdeslt-hm. _ �R _ ` � - 6pn 27m 9]em to-02r PSaoo 5�v►gtiR �Qzff�Grrr (5,720 psi]. r SPamgwAt ❑9.TJ 24 Awff irrgs? apwtableat dre-wa* plastkiioarditseAksystem, provfdesan atffaerhre, tomforta* andslgoreasunt stxfaee farW1aaw tnbeadies. 9eachrings2aisa isavrks as ff forterrq[rarary M1M*acaess overmudarrd sans! &aintarefcorweyant 1ajwisysedfor advarreed srrbst�facae an dgre�r-mof apppcatim A mpWatt eNforandg mted French drain& ikrafrrcarez can maximira diafnage 08 pMpef footwIdth4 d m&*Wze masts RainswW is the newstwgW in efliciew sub -a rfaca stormwaersmrage, RainswO is marVmand statkatde for vwmdle site design. Rao axO h 94% waidspmamt ranbe designed fordetemiom, mtembn or wrerharwestfng forre-use. �. dM1`" � •�ltttpi r -�. �i • .I : BI 5iupet8111e2—MLKhM0M ftn an ms ion carrtrelbfanketarnW—a completely integmtedspem ofring4904 fabric, anchorr� and iegetatlorf toavmrofem>sivn onswwof the tougirestskgpet, diaruL* srakesandmaara. Quick Reference Guide for Grasspave2 and Gravelpave2 pave pave Description Connectable i ing and grid system Connectable ring grid, and integrated fabric Also Included Hydrogiow polymer —exclusively tot Geotextile fabnc molded to gi id (exclusive to Giasspave2 Giavelpave2) and anchors Availablc in Large, Flexible Rolls Yes, various sizes —see roll chart page 14 Yes, various sixes —see roll chat t page 14 Colot s Black Black, gray, tan, terra costa, custom color s exit a Components Needed for System Base course. sand, labor, sod or seed Base course, 1Ile (3 2cm) of (ingation is recommended) decay alive gt avel, and Jabot Tiafric Low speed, inteimittent to moderate use Law speed, unlimited use Compressive System Strength Filled 5,721 psi (39,273 kPa). Filled co 5,721 psi (39,273 kPa) Empty 2,100 psi (14.470 kPa) Empty 2,100 psi (14,470 kPa) Life Span 60 years 25 yeal s Recommended Maximum. Slope 5% fire lanes, 8% car.7rght truck, 15-20% golf 5% fire lanes. 8% cardight truck. 15-20% golf carts, pedestrian use, and trails carts, pedestrian use and trails Stormwater Storage Yes Yes Clean Pollutants through Biorernediatton Excellent Good Air -Conditioning Eflett Yes NO Heat Island Mitigation Yes —thermal conductivity, heat storage capacity, Yes —thermal conductivity, heat storage capacity. density, albedo ( 40) and emissivity density, albedo (varies) and emissivity Reduces Runoff and Ilion -Point Source Pollution Yes Yes Recycled Content 100% 1 ecycled HDl'E plastic 100% recycled HDPE plastic, remnant fabric. Erosion Control Yes Yes Airborne Dust Capture and Retention Excellent Good Promotes and Retains Tree Growth Yes Yes Recharges Groundwater P Yes Yes 1600 Jackson St., Suite 310, Golden, CO 80401, USA 800-233-1510 � Fax: 800-233-1522 - Overseas and locally: 303-233-8383 • Fax: 303-233-8282 www invisiblestructures.com email: sales@invisiblestructures.com Gravelpave2 and Grasspave? Patent Na. 5,250,340 held by William Ekhnhofr, ASL.A Copyright c 2006 INVISIBLE STRUCTURES" Invisible Structures, Inc. 303-233-8383 www. invisiblestructures.com Grasspave2 Product Specification (CSI Format) April 2015 Notes: This product guide specification is written according to the Construction Specifications Institute (CSI) Format, including MasterFormat(1995 Edition), SecfronFormat, and PageFormat, contained in the CSI Manual of Practice. The section must be carefully reviewed and edited by the Engineer to meet the requirements of the project and local building code. Coordinate with other specification sections and the drawings. Delete all "Specifier Notes" when editing this section. SECTION 3212 43 POROUS FLEXIBLE PAVING (Formerly 02795 Porous Paving) Notes: This section covers Grasspave2 Porous Pavement System from Invisible Structures. The system provides vehicular and heavy load support over grass areas while protecting grass roots from harmful effects of traffic. The major components of the complete system are the Grasspave2 units, an engineered base course, Hydrogrow soil amendmentlfertilizer, sand, and grass from seed, hydromulch, or sod. Consult Invisible Structures, Inc. for assistance in editing this section for the specific application. PART1 GENERAL 1.1 SECTION INCLUDES A. Porous pavement system. 1.2 RELATED SECTIONS A. Section [31 20 00 - Earth Moving] F — — - 1• B. Section [33 46 00 - Subdrainage] r C. Section [32 10 00 - Bases, Ballasts, and Paving] [ Notes: Edit the following list as required for the project. List other sections with work directly related to the porous pavement system. D. Section [32 30 00 - Site Improvements] E. Section [32 90 00 Planting] I- F. Section [32 92 00 - Manufacturers of Turfs and Grasses] G. Section [32 80 00 - Irrigation or Section 32 84 13 - Drip Irrigation] GB/CSI-321243 APRIL2015 PAGE 1 1.3 REFERENCES A. ASTM F 1951 -08 Standard Specification for Determination of Accessibility of Surface Systems Under and Around Playground Equipment. B. ASTM D 638-10 Standard Test Method for Tensile Properties of Plastics C. ASTM C 33 Standard Specification for Concrete Aggregates D. AASHTO MB Standard Specification for Fine Aggregate for Hydraulic Cement Concrete 1.4 SYSTEM DESCRIPTION A. The Grasspave2 porous pavement system provides vehicular and pedestrian load support for grass areas, while protecting grass roots from harmful effects of traffic. B. Major Components of the Complete System 1. Grasspave2 units, assembled in rolls. 2. Engineered sand and gravel base course. 3. Hydrogrow soil amendment and fertilizer, supplied with Grasspave2. 4. Sand fill or USDA greens mix. 5. Selected grass from seed, hydroseedinglhydro-mulching, or sod. S. Selected topsail (only for seeded installation). 7. Mulch (needed only for seeded or hydroseeded installations). C. The Grasspave2 grass paving units, sand, and base course work together to support imposed loading. D. The Grasspave2 grass paving units, Hydrogrow, and sand fill contribute to vegetation support. 1.5 SUBMITTALS A. Submit under provisions of Section 01 30 00. B. Shop Drawings: Submit design detail showing proper cross-section. C. Samples: Submit manufacturer's sample of Grasspave2 10" x 10" section of Grasspave2 material. D. Installation Instructions: Manufacturer's printed installation instructions. Include methods for maintaining installed products. E. Certificates: 1. Manufacturer signed certificate stating the product is made in the USA. 2. Submit Material Certificates for base course and sand (or USDA mix) fill materials 3. Product certificates signed by the manufacturer certifying material compliance of polyethylene used to make Grasspave2 units. 4. 180 Certificate certifying manufacturer's quality management system is currently registered to ISO 9001:2008 quality standards. F. LEED Submlttais: Provide documentation of how the requirements of Credit will be met: 1. List of proposed materials with recycled content. Indicate post -consumer recycled content and pre - consumer recycled content for each product having recycled content. 2. Product data and certification letter indicating percentages by weight of post -consumer and pre - consumer recycled content for products having recycled content. 3. Description of Grasspave2 in stormwater design to limit the disruption of natural hydrology by reducing impervious cover, increasing on -site infiltration, reducing or eliminating pollution from stormwater runoff and eliminating contaminants. 4, Designing elements for Grasspave2 to limit the disruption and pollution of natural water flows by managing stormwater runoff. 5. Documenting the use of Grasspave2 to reduce heat islands to minimize the impact on GBICSI-3212 43 APRIL 2015 PAGE 2 microclimates and human and wildllfe habitats. G. Substitutions: No material will be considered as an equivalent to the Grasspave2 unit specified herein unless it meets all areas of this specification without exception. Manufacturers seeking to supply what they represent as equivalent material must submit records, data, independent test results, samples, certifications, and documentation deemed necessary by the Specifler to prove equivalency. H. Manufacturer's Material Certification: Product manufacturers shall provide certification of compliance with all applicable testing procedures and related specifications upon written request. Request for certification shall be submitted by the purchasing agency no later than the date of order placement. I. Product manufacturers shall also have a minimum of 30 years' experience producing products for porous pavement systems. J. Manufacturer Quality Certification: ISO Certification certifying manufacturer's quality management system for its Grasspave2 system is currently registered to ISO 9001:2008 quality standards. Any alternate materials submitted shall provide a certification that their porous pavement system manufacturing process is part of an ISO program and a certification will be required specifically stating that their testing facility is certified and in accordance with ISO. 11.6 DELIVERY, STORAGE, AND HANDLING A. Store products in manufacturer's unopened packaging until ready for installation. B. Protect Grasspave2 units/rolls from damage during delivery and store rolls upright, under tarp, to protect from sunlight, when time for delivery to installation exceeds one week. C. Store Hydrogrow in a dark and dry location D. Handling: Protect materials during handling and installation to prevent damage 1.7 MAINTENANCE SERVICE Notes: Once healthy turf has been established, the cell wall structure will have minimal visibliity when proper turf maintenance practices are followed. A. Installer responsible for maintenance of grass plants — watertirrigation, fertilizing, mowing — for one growing season_ DO NOT AERATE. See Grasspave2 Maintenance Guide from Invisible Structures B. System to be maintained by , after one growing season. 1.8 Project Conditions A. Maintain environmental conditions within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. B. Do not begin installation of porous pavements until all hard surface paving adjacent to porous pavement areas, including concrete walks and asphalt paving, is completed. C. Install turf when ambient air temperatures is at least 55 degrees F (13 degrees C). D. In cold weather, do not use frozen materials or materials mixed or coated with ice or frost, and do not build on frozen base or wet, saturated or muddy subgrade. E. Protect partially completed paving against damage from other construction traffic when work is in progress. F. Adequately water sod or grass seed to assure germination of seed and growth of root system. G. Grass coverage on the sand -filled Grasspave2 rings must be completed within one week: See Part 3 Execution. H. DO NOT DRIVE, PARK ON, or use Grasspave2 system for two or three mowing cycles until grass root system has matured (about 3 to 4 weeks for sod or 6 to 8 weeks for seeded areas). Any barricades constructed must still be accessible by emergency and fire equipment during and after installation. GBICS I-3212 43 APRIL 2015 PAGE 3 1.9 LIMITED WARRANTY A. Invisible Structures, Inc. (ISI) warrants to Its purchasers that all products furnished by ISI will be free from defects in material andfor workmanship. B. This warranty shall be extended for a period of five (5) years following the date of shipment by ISI. C. Providing a written claim is presented to ISI within the warranty period and after inspection by ISI showing the materials have failed under this warranty, all defective materials shall be refurnished under this warranty, at no charge, excluding re -installation costs. This in lieu of all other warranties expressed or implied and is the sole warranty extended by ISI. D. Our liability under this warranty is limited to the refurnishing of materials and does not include any responsibility for incidental, consequential, or other damages of any nature. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Acceptable Manufacturer: Invisible Structures, Inc., which is located at: 3510 Himalaya Rd. Suite 200 ; Aurora, CO 80011; Tel: 303-233-8383; Web: www,invisiblestructures.com. B. Substitutions: Not permitted. 2.2 GRASSPAVE2 A. Cam position: 1. Manufactured in the USA. 2. High density polyethylene (HDPE): 100 percent recycled materials. 3. Color: black 4. Color Uniformity: Uniform color throughout all units rolls. 5. Carbon Black for ultraviolet light stabilization. 6. Hydrogrow soil amendment and fertilizer, provided by manufacturer with Grasspave2. B. Performance Properties: 1. Maximum Loading Capability: 15,940 psi (2.29 million psf, 109,906 kPa) when filled with sand. 2. Wheelchair Access testing foor ADA Compliance: Passing ASTM F 1951-08. 3. Wheelchair Access testing for ADA Compliance: Passing Rotational Penetrometer testing. 4. Tensile strength, pull -apart testing: 458 ibflin from ASTM D638 Modified. 5_ System Permeability (Grasspave2, sand, base course): 2.63 to 38.55 inches of water per hour. 6. Effective Imperviousness (E.I.): 10%. C. Dimensions (ndividual units are assembled and distributed into rolls): 1. Roll area: From 108 sq ft (10 sq m) to 538 sq ft (50 sq m), in 108 sq ft (10 sq m) increments 2. Roll Widths: From 3.3 ft (1 m) to 8.2 ft (2.5 m), in 1.6 ft (0.5 m) increments. 3. Roll Lengths: From 32.8 ft (10m) to 65.6 ft (20 m), in 3.3 ft (1 m) increments. 4. Roil Weights: From 41 Ibs (19kg) to 205 Ibs (93kg), in 41 Ibs (19 kg) increments. 5. Unit Nominal Width by Length: 20 inches by 20 inches (0.5 m by 0.5 m) or 40 inches by 40 inches (1 m by 1 m). 6. Nominal Depth: 1 inch (2.5 cm) -- for rolls and individual Units. 7. Unit Weight: 18 oz (510 g) or 5 Ibs. (2.27 kg). 8. Volume Solid: 8 percent. =1 'j I �j F-11 I=1NF1I&I GBICSI-3212 43 APRIL 2015 PAGE 4 Notes: All measurements are subject to manufacturing tolerances, unless otherwise specified. A. Base Course: Sandy gravel material from local sources commonly used for road base construction (recycled materials such as crushed concrete or crushed asphalt are NOT acceptable). 1. Conforming to the following sieve analysis and requirements: a. 100 percent passing sieve size 1 inch (25 mm). b. 90-100 percent passing sieve size 314 inch (19 mm). C. 70-80 percent passing sieve size 3/8 inch (9 mm). d, 55-70 percent passing sieve size #4. 9. 45-55 percent passing sieve size #10. f. 25-35 percent passing sieve size #40. g. 3-8 percent passing sieve size #200. 2. Provide a base course material nearly neutral in pH (range from 6.5 to 7.2) to provide adequate root zone development for turf. 3. Material may be either "pit run" or "crusher run." Avoid using clay based crusher run/pit run. Crusher run material will generally require coarse, well -draining sand conforming to AASHTO M5 or ASTM C 33 to be added to mixture (20 to 30 percent by volume) to ensure long-term porosity. 4. Alternative materials such as crushed shell, limerock, or crushed lava may be used for base course use, provided they are mixed with sharp sand (20 to 30 percent) to ensure long-term porosity, and are brought to proper compaction. Without added sand, crushed shell and limerock set up like concrete and become impervious. 5. Alternative size and/or composition of base course materials should be submitted to Invisible Structures, Inc. (Manufacturer) for approval, B. Sand Fill for Rings and Spaces Between Rings: Clean sharp sand (washed concrete sand). Choose one of the following: 1. Coarse, well -draining sand, such as washed concrete sand conforming to AASHTO M6 or ASTM C-33. 2. United States Golf Association (USGA) greens, section - sand mix "The Root Zone Mixture." C. Turf Conditioner: 1. Hydrogrow a proprietary soil amendment manufactured by Invisible Structures, Inc. and provided with Grasspave2. 2. NO SUBSTITUTIONS. Notes- Use grass species resistant to wear by traffic generally a Blue/Rye/Fescue mix used for athletic fields in northern climates, and Zoysia, Fescue, or Bermuda types in southern climates. Check with local sod and seed suppliers for preferred mixtures. Dedicated fire lanes can use same grass species used on surrounding turf. Parking applications require greatest wear -resistant species possible, generally available only by seed or hydroseeding/hydro-mulching. D. Grass — Choose either sod or seed: 1. Sod: [ 1. Use 13 mm (0.5") thick (soil thickness) rolled sod from a reputable local grower_ Species should be wear resistant, free from disease, and in excellent condition. Sod shall be grown in sand or sandy loam soils only. Sod grown in soils of clay, silt, or high organic materials such as peat, will not be accepted. 2. Seed: [ 1. Use seed materials, of the preferred species for local environmental and projected traffic conditions, from certified sources. Seed shall be provided in containers clearly labeled to show seed name, lot number, net weight, % weed seed content, and guaranteed % of purity and germination. Pure Live Seed types and amount shall be as shown on plans. a. Mulch — needed only for hydroseeding: Wood or paper cellulose commercial mulch materials compatible with hydroseeding operations. Mulch depth according to mulch GB/CS I-3212 43 APRIL 2015 PAGE 5 manufacturers' recommendation. D❑ NOT use mulch of straw, pine needles, etc., because of their low moisture holding capacity. b. Topsoil — needed only for seeding, reoommended for hydroseeding: Obtain specified topsoil for a light "dusting" (no more than'/" or 13mm) above rings filled with sand for seeding germination. PART 3 EXECUTION 3.1 INSPECTION A. Examine subgrade and base course installed conditions. Do not start porous paving installation until unsatisfactory conditions are corrected. Check for improperly compacted trenches, debris, and improper gradients. B. For fire lane installations: prior to installing base course for turf paving, obtain approval of local fire authorities of sub -base. C. Start of installation constitutes acceptance of existing conditions and responsibility for satisfactory performance. If existing conditions are found unsatisfactory, contact Architect for resolution. 3.2 PREPARATION (dotes: Ensure that subbase materials are structurally adequate to receive designed base course, wearing course, and designed loads. Generally, excavation into undisturbed normal strength soils will require no additional modification. Fill soils and otherwise structurally weak soils may require modifications, such as geotextiles, geogrids, andlor compaction (not to exceed 90%v). Ensure that grading and soil porosity of the subbase will provide adequate subsurface drainage A. subgrade Preparation: 1. Prepare subgrade as specified in Section 32 10 00. Verify subgrade in accordance with porous paving system manufacturer's instructions. 2. Proper subgrade preparation will enable the Grasspave2 rollstunits to connect properly and remain Notes: For Fire lanes and emergency access, It Is recommended that Fire Department inspectors be scheduled to inspect installation of Grasspave2 during preparation of the subbase, installation of the base course, and installation of Grasspave2 units. Most small projects can accommodate these inspections all on the same day. Verify with Fire Department if certificates of inspection are required. level and stationary after installation. 3. Excavate area allowing for unit thickness, the engineered base depth (where required), and 0.5 inch (1.25 cm) for depth of sod root zone or topsoil germination area (when applicable). 4. Provide adequate drainage from excavated area if area has potential to collect water, when working with in -place soils that have poor permeability. 5. Ensure in -place soil is relatively dry and free from standing water. 6. Uniformly grade base. T. Level and clear base of large objects, such as rocks and pieces of wood. B. Base Preparation: 1. Install Base as specified in Section 32 10 00. Verify engineered base (if required) is installed in accordance with porous paving system manufacturer's instructions. 2. Coordinate base installation and preparation with subdrains specified in Section 33 46 00. 3. It required, place a geotextile separation layer between the natural ground and the 'engineered base'. 4. If required, install the specified sub -drain and outlet according to construction drawings. 5. Coordinate vase installation and preparation with irrigation and drip irrigation lines specified in Section 32 80 00 and 32 84 13, respectively. 6. Place engineered base in lifts not to exceed B inches (150 mm), compacting each lift separately to GBICS1-3212 43 APRIL 2015 Paol= 6 95 percent Modified Proctor. Leave 1 inch (2.5 cm) of depth below final grade for porous paver unit and sand fill and 0.5 inch (1.25 cm) for depth of sod root zone or topsoil germination area (when applicable). Notes: Delete requfrement for on -site manufacturer's field representative if not required 3.3 ON -SITE MANUFACTURER'S FIELD REPRESENTATIVE A. A qualified Manufacturer's field representative shall be available for a pre -construction meeting via phone or in person and will provide installation videos, design details, installation instructions, and the technical specifications. B. The time for on -site observation shall be indicated in the Contract Documents and included in the base bid price. 3.4 HYDROGROW INSTALLATION A. Spread all Hydrogrow mix provided (spreader rate = 4.53 kg per 100 m2 (10 Ibs per 1076 ft2) evenly over the surface of the base course with a hand-held, or wheeled, rotary spreader. B. The Hydrogrow mix should be placed immediately before installing the Grasspave2. 3.5 GRASSPAVE2INSTALLATION A. Install the Grasspave2 units by placing units with rings facing up, and using snap -fit connectors, pegs and holes, provided to maintain proper spacing and interlock the units. Units can be easily shaped with pruning shears or knife. Units placed on curves, slopes, and high traffic areas shall be anchored to the base course, using 40d common nails with fender washer, as required to secure units in place. Tops of rings shall be between 6 mm to 13 mm (0.25" to 0.5") below the surface of adjacent hard -surface pavements. B. Install sand in rings as they are laid in sections by "back -dumping" directly from a dump truck, or from buckets mounted on tractors, which then exit the site by driving over rings already filled with sand. The sand is then spread laterally from the pile using flat bottomed shovels andlor wide "asphalt rakes" to fill the rings. A stiff bristled broom should be used for final "finishing" of the sand. The sand must be "compacted" by using water from hose, irrigation heads, or rainfall, with the finish grade no less than the top of rings and no more than 6 mm (0,25") above top of rings. 3.6 INSTALLATION OF GRASS A. Grass coverage on the sand -filled rings must be completed within one week. Sand must be re -installed and leveled and Grasspave2 checked for integrity if rings become exposed due to wind, rain, traffic, or other factors. (Choose one paragraph below to meet grass installation method desired.) Notes: Choose one paragraph below to match grass installation method 1. Preferred method: Hydroseedinglhydro-mulching - A combination of water, seed and fertilizer are homogeneously mixed in a purpose-built, truck -mounted tank. The seed mixture is sprayed onto the site at rates shown on plans and per hydroseeding manufacturer's recommendations. Coverage must be uniform and complete. Following germination of the seed, areas lacking germination larger than 20 cm x 20 cm (8" x 8") must be reseeded immediately. Seeded areas must be fertilized and kept moist during development of the turf plants. ). DO NOT DRIVE ON SYSTEM: Hydroseededfhydro-mulch areas must be protected from any traffic, other than emergency vehicles, for a period of 6 to 8 weeks, or until the root system has penetrated and established well below the Gr2sspave2 units. 2. Install thin sod directly over sand filled rings, filled no higher than the top of the rings. Sod strips should be placed with very tight joints. Sodded areas must be fertilized and kept moist during root GBICSI-321243 APRIL2015 PAGE7 establishment (minimum of 3 weeks). ❑O NOT DRIVE ON SYSTEM: Sodded areas must be protected from any traffic, other than emergency vehicles, for a period of 3 to 4 weeks, or until the root system has penetrated and established well below the Grasspave2 units. 3. Install grass seed at rates per grass type. Alight "dusting" of commercial topsoil mix, not to exceed 112" (25 mm) will be placed above the rings and seed mix to aid germination rates. Seeded areas must be fertilized and kept moist during development of the turf plants. ). DO NOT DRIVE ON SYSTEM: Seeded areas must be protected from any traffic, other than emergency vehicles, for a period of 6 to 8 weeks, or until the root system has penetrated and established well below the Grasspave2 units. B. Adequately water sod or grass seed to assure germination of seed and growth of root system. 3.7 PROTECTION Notes: Choose one paragraph below to match grass installation method. A. Seeded areas must be protected from any traffic, other than emergency vehicles, for a period of 4 to 8 weeks, or until the grass is mature to handle traffic. B. Sodded areas must be protected from any traffic, other than emergency vehicles, far a period of 3 to 4 weeks, or until the root system has penetrated below the Grasspave2 units. 3.8 FIELD QUALITY CONTROL A. Remove and replace segments of Grasspave2 units where three or more adjacent rings are broken or damaged, reinstalling as specified, so no evidence of replacement is apparent. B. Perform cleaning during the installation of work and upon completion of the work. Remove all excess materials, debris, and equipment from site. Repair any damage to adjacent materials and surfaces resulting from installation of this work. 3.9 MAINTENANCE A. Maintain grass in accordance with manufacturer's instructions and as specified in Section 32 92 00 Manufacturers of Turfs and Grasses. B. Lawn Care: Normal turf care procedures should be followed, including de thatching. C. DO NOT AERATE. Aerator will damage the Grasspave2 units. Aeration in not necessary in a sand root zone. D. When snow removal is required, keep a metal edged plow blade a minimum of % inch (17 mm) above the surface during plowing operations to avoid causing damage to the Grasspave2 units, or 1. Use a plow blade with a flexible rubber edge, or 2. Use a plow blade with skids on the lower outside comers set so the plow blade does not come in contact with the units. END OF SECTION GBICSI-3212 43 APRIL 2015 PAGE $ GRASSPAVE2 BY INVISIBLE STRUCTURES" INSTALLATION GUIDE - Grasspave2 Porous Grass Pavement Introduction A. This document describes step-by-step information on how to properly install the Grasspave2 Porous Pavement System. Grasspave2 provides vehicular and pedestrian load support for grass areas, while protecting grass roots from harmful effects of traffic_ The major components of the complete system are the Grasspave2 units, an engineered base course, Hydrogrow soil amendment/fertilizer, sand, and grass from seed, hydromulch, or sod. B, Contractors: Only licensed contractors should install the Grasspave2 system. The contractor should have a good performance record with similar construction projects. Homeowners should only attempt installation after they have read and understood fully this installation guide and/or our Technical Specifications. C. Landscaping: Plant a grass species in Grasspave2 that 1) is climate appropriate, 2) will receive the necessary maintenance for the species (irrigation and fertilizer support), 3) is wear resistant to hold up to vehicular traffic, 4) can be grown in a sand -based root zone, 5) is shade tolerant (if applicable). F. Warning: Unless there is an emergency, DO NOT DRIVE, PARK ON, or use Grasspave2 system for two or three mowing cycles until grass root system has matured (about 3 to 4 weeks for sod or d to 8 weeks for seeded areas). Any barricades constructed to prevent traffic flow must still be accessible by emergency and fire equipment during and after installation. G. Warranty: Invisible Structures, Inc. (ISI) warrants to its purchasers that all products furnished by ISI will be free from defects in material and/or workmanship. This warranty shall be extended for a period of five (5) years following the date of shipment by ISI. Providing a written claim is presented to ISI within the warranty period and after inspection by ISI showing the materials have failed under this warranty, all defective materials shall be refurnished under this warranty, at no charge, excluding re -installation costs. This in lieu of all other warranties expressed or implied and is the sole warranty extended by ISI. Our liability under this warranty is limited to the refurnishing of materials and does not include any responsibility for incidental, consequential, or other damages of any nature. Delivery, Storage. and Handling A. Store products in manufacturer's unopened packaging until ready for installation. B. Protect Grasspave2 units/rolls from damage during delivery and store rolls upright (like a soda can), and under a tarp to protect from sunlight when time for delivery to installation exceeds one week. Lao not store rolls on their sides. C. Store Hydrogrow in a dark and dry location. D. Handling: Protect materials during handling and installation to prevent damage. Installation Considerations A. Review installation procedures and coordinate Grasspave2 work with other work affected. Generally, Grasspave2 is installed at the same time as project grass installation, nearly the last site construction activity. B. Do not begin installation of porous pavements until all hard surface paving adjacent to porous pavement areas, including concrete walks and asphalt paving, is completed. C, install turf when ambient air temperatures is at least 55 degrees F (13 degrees Q. D. In cold weather, do not use frozen materials or materials mixed or coated with ice or frost, and do not build on frozen base or Nvet, saturated or muddy subgrade. E. Protect partially completed paving against damage from other construction traffic when work is in progress. F. Adequately water sod or grass seed to assure germination of seed and growth of root system. G. Grass coverage on the sand -filled Grasspave2 rings must be completed within one week. H. DO NOT DRIVE, PARK ON, or use Grasspave2 system for two or three mowing cycles until grass root system has matured (about 3 to 4 weeks for sod or b to 8 weeks for seeded areas). Any barricades constructed must still be accessible by emergency and fire equipment during and after installation. Materials A. Grasspave2 Porous Paving Rolls B. Base Course: Sandy gravel material from local sources commonly used for road base construction (recycled materials such as crashed concrete or crushed aggregate are NOT acceptable). 1. Conformingto the followin sieve analysis and g y requirements: t 100 percent passing sieve size 1 inch (25 mm).y`'~''''�`'' 90-100 percent passing sieve size 3/4 inch (19 mm). 70-80 percent passing sieve size 3/8 inch (9 mm). 55-70 percent passing sieve size #4. 45-55 percent passing sieve size #10. 25-35 percent passing sieve size #40. 3-8 percent passing sieve size #200. 2. Provide a base course material nearly neutral in pH (range from 6.5 to 7.2) to provide adequate root zone development for turf. 3. Material may be either "pit run" or "crusher run." Avoid using clay based crusher run/pit run. Crusher run material will generally require coarse, well -draining sand conforming to AASHTO Mb or ASTM C 33 to be added to mixture (20 to 30 percent by volume) to ensure long-term porosity. 4. Alternative materials such as crushed shell, limerock, or crushed lava may be used for base course use, provided they are mixed with sharp sand (20 to 30 percent by volume) to ensure long-term porosity, and are brought to proper compaction. Without added sand, crushed shell and limerock set up like concrete and become impervious. 5. Alternative size and/or composition of base course materials should be submitted to Invisible Structures, Inc. (Manufacturer) for approval. C. Sand Fill for Rings and Spaces Between Rings: Clean sharp sand (washed concrete sand). Choose one of the following: 1. Coarse, well -draining sand, such as washed concrete sand conforming to AASHTO M6 or ASTM C-33_ 2. United States Golf Association (USGA) greens, section - sand mix "The Root Zone Mixture." D. Turf Conditioner: 1. Hydrogrow a proprietary soil amendment manufactured by Invisible Structures, Inc. and provided with Grasspave2. 2. NO SUBSTITUTIONS. E. Grass — Choose either sod or seed. Use grass species resistant to wear by traffic generally a Blue/Rye/Fescue mix used for athletic fields in northern climates, and Zoysia, Fescue, or Bermuda types in southern climates. Check with local sod and seed suppliers for preferred mixtures. Dedicated fire lanes can use same grass species used on surrounding turf. Parking applications require greatest wear -resistant species possible, generally available only by seed or hydroseeding/hydro-mulching. i . Sod: Use 13 mm (0.5") thick (soil thickness) rolled sod from a reputable local grower. Species should be wear resistant, free from disease, and in excellent condition. Sod shall be grown in sand or sandy loam soils only. Sod grown in soils of clay, silt, or high organic materials such as peat, will not be accepted. 2. Seed: Use seed materials, of the preferred species for local environmental and projected traffic conditions, from certified sources. Seed shall be provided in containers clearly labeled to show seed name, lot number, net weight, % weed seed content, and guaranteed % of purity and germination. Pure Live Seed types and amount shall be as shown on plans. a. Mulch — needed only for hydroseeding: Wood or paper cellulose commercial mulch materials compatible with hydroseeding operations. Mulch depth according to mulch manufacturers' recommendation. DO NOT use mulch of straw, pine needles, etc., because of their low moisture holding capacity. b. Topsoil — needed only for seeding, recommended for hydroseeding: Obtain specified topsoil for a light "dusting" (NO MORE than W' or 13mm) above rings filled with sand for seeding germination. F. Fertilizer: A commercial "starter" fertilizer, with Guaranteed Analysis of 17-23-6, or as recommended by local grass supplier, for rapid germination and root development. G. Grasspave2 Sign: A sign to identify the presence of Grasspave2 paving, stating that special maintenance is required, with the Manufacturer's phone number, and made of durable materials for outdoor exposure shall be provided and installed. H. Fire lame Signage & Delineation: Fire lanes must be identified regarding their entrance and physical location with the placement of signs, gates, curbs, bollards, etc. Specific signage wording and other details must be coordinated with and approved by local fire authorities. INSTALLATION Iosaection (For Fire lames and emergency access, It is recommended that Fire Department inspectors be scheduled to inspect installation of Grasspave2 during preparation of the subbase, installation of the base course, and installation of Grasspave2 units. Most small projects can accommodate these inspections all on the same day. Verify with Fire Department if certificates of inspection are required.) A. Examine subgrade and base course installed conditions. Do not start porous paving installation until unsatisfactory conditions are corrected. Check for improperly compacted trenches, debris, and improper gradients. B. For fire lane installations: prior to installing base course for turf paving, obtain approval of local fire authorities of sub -base. C. Start of installation constitutes acceptance of existing conditions and responsibility for satisfactory performance. If existing conditions are found unsatisfactory, contact Architect .for resolution. Preparation (Ensure that subbase materials are structurally adequate to receive designed base course, wearing course, and designed loads. Generally, excavation into undisturbed normal strength soils will require no additional modification. Fill soils and otherwise structurally weak soils may require modifications, such as geotextiles, geogrids, andlor compaction (not to exceed 90%). Erasure that grading and soil porosity of the .subbase will provide adequate subsurface drainage) A. Subgrade Preparation: 1. Prepare subgrade as specified for project, 2. Proper subgrade preparation will enable the Grasspave2 rolls/units to connect properly and remain level and stationary after installation. 3. Excavate area allowing for unit thickness (1 in), the engineered base depth (where required), and 0.5 inch (1.25 cm) for depth of sod root zone or topsoil germination area (when applicable). 4. Provide adequate drainage from excavated area if area has potential to collect water, when working with in -place soils that have poor permeability. 5. Ensure in -place soil is relatively dry and free from standing water. 6. Uniformly grade base. 7. Level and clear base of large objects, such as rocks and pieces of wood. 12 Base Preparation: -, 1. Install Base as specified. 2. Coordinate base installation and preparation with subdrains (if necessary). 3. If required, place a geotextile separation layer between the natural ground and the `engineered base'. 4. If required, install the specified sub -drain and outlet according to construction drawings. 5. Coordinate base installation and preparation with irrigation and drip irrigation lines.' 6. Place engineered base in lifts not to exceed 6 inches (150 nun), compacting each lift separately to 95 percent Modified Proctor. 7. Leave 1 inch (2.5 cm) of depth below final grade for porous paver unit and sand fill and 0.5 inch (1,25 cm) for depth of sod root zone or topsoil germination area (when applicable). H dro row Installation A. Spread all Hydrogrow mix provided (spreader rate = 4.53 kg per 100 m2 (10 lbs per 1076 ft2) evenly over the surface of the base course with a hand-held, or wheeled, rotary spreader. B. The Hydrogrow mix should be placed immediately before installing the Grasspave2. Grasspave2 Unit Installation A. Install the Grasspave2 units by placing units with rings facing up, and using snap -fit connectors, pegs and holes, provided to maintain proper spacing and interlock the units. Units can be easily shaped with pruning shears or knife. Units placed on curves, slopes, and high traffic areas shall be anchored to the base course, using 40d common nails with fender washer, as required to secure units in place. Tops of rings shall be between 6 nun to 13 mm (0.25" to 0.5") below the surface of adjacent hard -surface pavements. B. Install sand in rings as they are laid in sections by "back - dumping" directly from a dump truck, or from buckets mounted on tractors, which then exit the site by driving over rings already filled with sand. The sand is then spread laterally from the pile using flat bottomed shovels and/or wide "asphalt rakes" to fill the rings. A stiff bristled broom should be used for final "finishing" of the sand. The sand must be "compacted" by using water from hose, irrigation heads, or rainfall, with the finish grade no less than the top of rings and no more than b mm (0.25") above top of rings. Installation of Grass A. Grass coverage on the sand -filled rings must be completed within one week. Sand must be re -installed and leveled and Grasspave2 checked for integrity if rings become exposed due to wind, rain, traffic, or other factors. Notes: Choose one paragraph below to match grass installation method 1. Preferred method: Hydroseeding/hydro-mulching - A combination of water, seed and fertilizer are homogeneously mixed in a purpose-built, truck -mounted tank. The seed mixture is sprayed onto the site at rates shown on plans and per hydroseeding manufacturer's recommendations. Coverage must be uniform and complete. Following germination of the seed, areas lacking germination larger than 20 cm x 20 cm (8" x 8"} must be reseeded immediately. Seeded areas must be fertilized and kept moist during development of the turf plants. ). DO NOT DRIVE ON SYSTEM: Hydroseeded/hydro- mulch areas must be protected from any traffic, other than emergency vehicles, for a period of 6 to 8 weeks, or until the root system has penetrated and established well below the Grasspave2 units. OR 2. Install thin sod directly over sand filled rings, filled no higher than the top of the rings. Sod strips should be placed with very tight joints. Sodded areas must be fertilized and kept moist during root establishment (minimum of 3 weeks). DO NOT DRIVE ON SYSTEM: Sodded areas must be an protected from traffic other p Y than emergency vehicles, for a period of 3 to 4 weeks, or until the root system has penetrated and established well - below the Grasspave2 units. - OR 3. Install grass seed at rates per grass type. A light "dusting" of commercial topsoil mix, not to exceed 1/2" (25 mm.) will be placed above the rings and seed mix to aid germination rates. Seeded areas must be fertilized and kept moist during development of the turf plants). DO NOT DRIVE ON SYSTEM: Seeded areas must be protected from any traffic, other than emergency vehicles, for a period of d to 8 weeks, or until the root system has penetrated and established well below the Grasspave2 units. B. Adequately water sod or grass seed to assure germination of seed and growth of root system. _Protection Choose one paragraph below to match grass installation method. A. Seeded areas must be protected from any traffic, other than emergency vehicles, for a period of 4 to 8 weeks, or until the grass is mature to handle traffic. B. Sodded areas must be protected from any traffic, other than emergency vehicles, for a period of 3 to 4 weeks, or until the root system has penetrated below the Grasspave2 units. Field Qalitv Control A. Remove and replace segments of Grasspave2 units where three or more adjacent rings are broken or damaged, reinstalling as specified, so no evidence of replacement is apparent. B. Perform cleaning during the installation of work and upon completion of the work. Remove all excess materials, debris, and equipment from site. Repair any damage to adjacent materials and surfaces resulting from installation of this work. INVISIBLE STRUCTURES" Invisible Structures, Inc. 303.233.8383 www.invisibelstructures.com SHEET NOTES FIRE CODE 0- c4 M M 7t M CD N LC) AVENUE 52 I \ \ I I \ I \ I I \ \ I I \ N.I.C. \ I \ O I \ \ 901 CONFERENCE \ \\ CENTER AND SHARED \ \ \ SERVICES (OCC) SITE FIRE ACCESS 0 SCALE. 1 = 160-0 MONTAGE SPA (HS) 1. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS; FIRE EXTINGUISHING SYSTEMS; INCLUDING AUTOMATIC SPRINKLERS, WET, AND DRY STANDPIPES; HALON SYSTEMS AND OTHER SPECIAL TYPES OF AUTOMATIC FIRE EXTINGUISHING SYSTEMS; AND OTHER APPURTENANCES THERETO SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALL 2. POST INDICATOR VALVES, FIRE DEPARTMENT CONNECTIONS, AND ALARM BELL SHALL BE LOCATED ON THE ADDRESS / ACCESS SIDE OF THE STRUCTURE PER UFC 1001.4 3. BUILDING ADDRESS NUMBERS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER FHPS POLICY P-00-6 UFC 901.4.4 4. FIRE ACCESS ROADWAY SIGNS OR RED CURBS SHALL BE PROVIDED WITH FHPS POLICY A-08-1 5. FIRE ACCESS LANE SHALL BE CONSTRUCTED TO WITHSTAND 95,000 LBS PER FHPS POLICY A-08-1 AND ALSO COMPLY W/ CFC 503 - MOST CONSERVATIVE LANGUAGE GOVERNS: ALL FIRE ACCESS ROADS WILL BE CAPABLE OF SUPPORTING THE IMPOSED LOAD OF AT LEAST 75,000 LBS AND WILL NOT EXCEED 105 OF GRADE. ALL FEATURES OF THE FIRE ACCESS ROADS INCLUDING TURNING RADIUS AND DEAD END DESIGN WILL BE IN ACCORDANCE WITH CFC 503 AND APPENDIX D OR OTHER APPROVED. RESOLUTION 2017-001 / SITE DEVELOPMENT PERMIT 2016-009: 56. "ALL FIRE DEPARTMENT APPLIANCES SUCH AS, FDCs AND PIVs SHALL BE LOCATED ON THE FRONT ACCESS SIDE OF THE BUILDING. PIV AND FDC APPLIANCES SHALL NOT BE LESS THAN 40' FROM THE BUILDING AND WITHIN 50' OF AN APPROVED ROADWAY AND NO MORE THAN 200' FROM AN APPROVED HYDRANT." I__ff� X] FIRE LANE SIGN AND TYPE 3 RED CURB PER COUNTY OF RIVERSIDE FIRE DEPARTMENT STANDARDS NO FIRE LANE FIRE LANE NO PARKING NO PARKING FIRE PARKING OF \ LANE ENTIRE VEHICLES BLOCK BEYOND \ THIS POINT \ SIGN TYPE ❑1 SIGN TYPE �2 SIGN TYPE �4 \ I \ \ AVENUE 52 PENDRY HOTEL (H2) TABLE C1 D2.1 REQUIRED NUMBER AND SPACING OF FIRE HYDRANTS FIRE-F LBW REOIHREM ENT MINIMUM NUMBER AVERAGE SPACING MAXIMUM DISTANCE FROM ANY [gpml OF HYDRANTS BETWEEN HYDRANTS '°�`�`r POINT ON STREET OR ROADr Ifeetl FRONTAGETOA HYDRANT' 1.750 ar less 1 SC10 250 2,000-2,250 2 450 225 FIRE FLOW: MINIMUM 2,500 GPM AT 20 PSI RESIDUAL PRESSURE WHILE SIMULTANIOUSLY FLOWING AT A MINIMUM OF 2 MOST -REMOTE FIRE HYDRANTS PER RSFD COMMENT 05.07.2020 1,000 GPM/ 20 PSI FOR RESIDENTIAL STRUCTURES PER RSFD LETTER 03.23.2016 For Si: I foot = 304.8 mm. yR. 60-FOOT "Y" 60, 60, r26' ' 28' R TYP. 120-FOOT HAMMERHEAU 20' 26' 20' 20' MINIMUM CLEARANCE AROUND A FIRE HYDRANT 28' R TYP AY 20' 20' ACCEPTABLE ALTERNATIVE TO 120-FOOT HAMMERHEAD FIGURE D103.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND ��s't""{= �ittT its @is, I -------- ---_ OFF9E-r w{v RE LOCRTE➢ E "ER lBT OR RIGHT No'r To acA.tF tr a 14k IF. ` g Ml I W S! b $ ti 5 G >a F {0 x x arFltov 11 cR1a eao,m .. C� oouurroFsrrrvraor OffSLCT CUL-DE-SAC BG-0RaE RJOH RCEI&C6 RW �I� `ACK I R� A A IlE NOT TO 3CAlE tef11'E 1 LXsf+4E R dNM cuRe FROFFM I!w A■ r a R L L R L' R L OC YY to w um IS1r4r lie _R ]}.S IF 26.{!' zw3r ze W WAX Ir 170.17 BP !Q fw 1 oA00' 16°7r 97' 17r 37.79 1wY 9I.88' 272'YT 1Y >Q Ib.w RO lWW W sw 2w 1 ftu 1r w Iw 11r aw i w Aw zwor 1T w is&v y' 1?ltar er SS ilr 11' Ya.H 13XJp' ]1i 9a4T'IOw Zai1' YPI.1T Zf' % 1aip' •e' 1TISP T< at' Zr i MAoI' 1s°ardr 11r V-W r m tsar 2rt Q&le W I$7M m' 1e1aP Ti sw 2r 11 we.sw 17'1rSY nY ssos'IW ioea' 2lA'25 or W 15711' eT ?2dn acHat'"" CLIMI-FDOECFASORE0AT SM 01111M2-MW0FAr W`_Tr8,W — i7 onao war2Y mm — Er" rr I 2ffl W20 , /pPRouEv wr- pgWryp! g1TJ191Pr �' Dale owlet 0 16,181116 IEI. HF !/IIY M1E R! C ART:' M1E ' n1F ; : ■rArAJAO N0. soo C. On streets, driveways, etc., where no cud} exists and the entire right-of-way Is to be a fire lane, paint both sides of the street as indicated in Section B above. Paint white letters in the street five (5) feel in height `FIRE LA14E — NO PARKING — FIRE LANE — CVC 22500.1'. Vertical separation between words shall be forty I40} feel (See Figures 2 & 31. STREET OR AravF FIRE (5') wMaE LANE (5) laD' aalwr_ereworwsj RED WITH NO (5) WHIM LETTERING PARKING (5') vv"rre FIRE (5') LANE (5') CVC 22500.1 (57) Flovra 3 Mow Curtr at fire lane with red stencil every 30' irderval: No - Parking - Fire Lane f 20' Min. • Fire Aecess Lane n• _ T.— 7 Concrete Paving T jl-- . . . . . . ..... ^S Notes I I—ill�ll � ill' II II ❑1 Sod Referto: Landscape Planting Legard I vehicular su urt syakem Refer tn: Landscape Co-netruc[ion Plan -'—ID�II Refer to: Landscape Specifications �3 Compacted subbase Reterto- Lantlsdape S ecifications Referto: GevtechnicaiPEno aer'sdocuments �4 Perforated drain pipe wrapped in filteF fabric ICivil Engineer's documents M5 Iliar fabric Reform: Lamcape5pecification5 ® conpacted subgrae Referto- Gen rdiCal Engineers documents �7 Eertnt concrete paying I Refer to; tantlscape CdnSlruCtion Plan ® concrete containment curb Rater to- Gaotechnlcal Engmeee's documents 20' FIRE LANE WITH TURF BLOCK Alternate Fire Lane beyond sign 4: "No Parking of Vehicles Beyond This Point" - - LEGEND PROPERTY LINE AB MAIN ACCESS / INGRESS ERRANT BALL FLIGHT ZONE SECONDARY ACCESS / PROPOSED STRUCTURE INGRESS _ HOSE PULL (MAX. 300' FOR NEW ACCESS ROAD — GUEST VILLAS AND 12'-0" WIDE CONCRETE ANCILLARY BLDGS PER RSFD' ' OR ASPHALT >0< (N) FIRE HYDRANT 8'-0" WIDE GRASSPAVE (E) FIRE HYDRANT INSIDE RADIUS > 28'-0" lop, OUTSIDE RADIUS > 48'-0" WALL MOUNTED FIRE � DEPARTMENT CONNECTION INCREASE FIRE HAZARD DESINITY BY ONE GROUP © KNOX BOX UP, SEE DEFFERRED FIRE SUPRESSION SUBMITTAL STAND PIPE CLASS 3/250 GALLON (IN WALL CABINET/ FREE STANDING) KEY PLAN S I LVE RROC K LODGING, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 Gensler 225 Broadway Tel 619.557.2500 Suite 1600 Fax 619.557.2520 San Diego, CA 92101 United States 0 Date Description 2019_12-20 PERMIT SET A 2020 04-03 CD - PERMIT 2ND CYCLE B 2020 06-19 CD - PERMIT 3RD CYCLE C 2020_07-10 CD -PERMIT 4TH CYCLE Seal / Signature ARcy\ C 26830 N�9T�FN 913p\ O ��Q- OF CA��F� Project Name SILVERROCK - SITE Project Number 55.7598.004 Description SITE PLAN - FIRE ACCESS Scale As indicated 0' 80' 160' 320' S1 A00n502 © 2015 Gensler (75 CD CD 0 co LO LO LO I N U ¢I z LU �I C, 0 U 0 Cn 1= 0 0 ry 0 _L U O IY U 0 CD co 1q 10 LO ti LO LO CD CD co co 2 In a 10 M co 0 0 CV O (V ti LO i o A. v�TU �r FF�0T v DROP-OFF 6, FIRE ANNUNCIATOR FDC-6 FDC-6 1 1611 05 03 04 BUILD G 1 0 <30'/ %21 FULL LEf rn TRI I TI0KI _ L_t A 0 � O ��' 0 J o 150'— U (181' O 1 STORY FULLY �SPRINKLERED CONST VB_ — kL\ FREE STANDING FDC FREE STANDING FDC 02 02 GOL 03 0404A I � • •4A _ �, 03� Ilril� IIIIIIIIII II z nn A A GOLF COURSE 0 N.I.C. NOTE: ` ALL STRUCTURES TYPE VB CONSTRUCTION BUILDING GROUPINGS DO NOT EXCEED AGGREGATE 28,000 GSF AREA AND ARE ONE STORY I FIRE SEPERATION OF ALL STRUCTURES > 10', NO FIRE RATED WALLS REQUIRED. I H1 & HS FIRE ACCESS 01 SCALE: 1" = 80'-0" RMNKITAill'C M ICCTDf%rN 1A Klf%TCC SHEET NOTES THE MONTAGE GUESTROOM VILLAS WITH-NFPA l S/ CI T AZ RD SPRINKLER SYSTEMS ARE 1. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS; FIRE EXTINGUISHING CONSIDERED A SINGLE BUILDING PER CBC 7-5. > C PTION f. CLUSTERS AGGREGATE AREA SYSTEMS; INCLUDING AUTOMATIC SPRINKLERS, WET, AND DRY STANDPIPES; HALON ARE BELOW 28 000 GSF (TYPE VB SINGLE STORY, SPRINKLERED, MEASURED TO ROOF LINE). CLUSTER 5 IS 9 0_ S _ABOVE THE 28,000 GSF LIMIT AND WILL CONFORM WITH APPLIED AREA SYSTEMS AND OTHER SPECIAL TYPES OF AUTOMATIC FIRE EXTINGUISHING SYSTEMS; AND OTHER APPURTENANCES THERETO SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY FOR C INCREASE. REVIEW AND APPROVAL PRIOR TO INSTALL • CLUSTER #1 CONSISTS OF BUILDINGS #1-3, 24 WITH 15,250 GSF AREA MEASURED TO ROOF 2. POST INDICATOR VALVES, FIRE DEPARTMENT CONNECTIONS, AND ALARM BELL SHALL BE LINE. LOCATED ON THE ADDRESS / ACCESS SIDE OF THE STRUCTURE PER UFC 1001.4 • CLUSTER #2 CONSISTS OF BUILDINGS #4-7 WITH 16,000 GSF. 3. BUILDING ADDRESS NUMBERS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR • CLUSTER #3 CONSISTS OF BUILDINGS #8-13 WITH 24,000 GSF. • CLUSTER #4A CONSISTS OF BUILDINGS #14-19 WITH VAS . Ac 4. ROAD FRONTING THE PROPERTY PER FHPS POLICY P-00-6 UFC 901.4.4 FIRE ACCESS ROADWAY SIGNS OR RED CURBS SHALL BE PROVIDED WITH FHPS POLICY • CLUSTER #413 CONSISTS OF BUILDINGS #20-23 WITH 6 0 G A-08-1 • CLUSTER #5 CONSISTS OF BUILDINGS #25-32 WITH A95 S 5. FIRE ACCESS LANE SHALL BE CONSTRUCTED TO WITHSTAND 95,000 LBS PER FHPS POLICY • CLUSTER #6 CONSISTS OF BUILDINGS #32-34 WITH 2� A-08-1 AND ALSO COMPLY W/ CFC 503 - MOST CONSERVATIVE LANGUAGE GOVERNS: ALL FIRE ACCESS ROADS WILL BE CAPABLE OF SUPPORTING THE IMPOSED LOAD OF AT LEAST ALL CLUSTERS WITH THE EXCEPTION OF 4A AND 4B HAVE FIRE SEPARATION DISTANCES 75,000 LBS AND WILL NOT EXCEED 105 OF GRADE. ALL FEATURES OF THE FIRE ACCESS EXCEEDING 10' AND REQUIRE NO FIRE RATED WALLS OR ROOF OVERHANGS. THE FIRE ROADS INCLUDING TURNING RADIUS AND DEAD END DESIGN WILL BE IN ACCORDANCE SEPARATION DISTANCE BETWEEN CLUSTER 4A AND 4B IS 8'-6" FROM THE WALL AND 5'-6" FROM WITH CFC 503 AND APPENDIX D OR OTHER APPROVED. ROOF OVERHANG. THOSE EXTERIOR WALLS HAVE 1 HR FIRE RATING AND THE WINDOWS ARE LESS THAN 25% WALL SURFACE PER TABLE 705.8. THE ROOF OVERHANGS ARE 24" AS PER RESOLUTION 2017-001 / SITE DEVELOPMENT PERMIT 2016-009: TABLE 705.2. 56. "ALL FIRE DEPARTMENT APPLIANCES SUCH AS, FDCs AND PIVs SHALL BE LOCATED ON THE FRONT ACCESS SIDE OF THE BUILDING. PIV AND FDC APPLIANCES SHALL NOT BE INSTALL KNOX BOX AT LEVER SIDE OF MAIN ELECTRICAL ROOMS (BOH TYPE'E' ON SHEET S1 LESS THAN 40' FROM THE BUILDING AND WITHIN 50' OF AN APPROVED ROADWAY AND NO A00.551) AT BUILDINGS 2, 13, 20, 31. SEE NOTE 12 ON SHEET E00.004 FOR EXACT LOCATION. MORE THAN 200' FROM AN APPROVED HYDRANT." FIRE CODE TABLE C102.1 REQUIRED NUMBER AND SPACING OF FIRE HYDRANTS FIRE -FLOW REDIIiREMENT MINIMUM NUMBER AVERAGE SPACING MAXIMUM DISTANCE FROM ANY [gpml of HYDRANTS BETWEEN HYDRAWIS° °•` `1 POINT ON STREET OR ROAD If■etl FRONTAGE TOAHYDRANT" 1 1.750 ar less I Soo 250 2,000-2,250 2 450 225 FIRE FLOW 2,250 GPM/ 20 PSI FOR COMMERICAL STRUCTURES 1,000 GPM/ 20 PSI FOR RESIDENTIAL STRUCTURES PER RSFD LETTER 03.23.2016 yP- TYP. R 60-FOOT "Y" 20, 26' 20' 2o' MINIMUM CLEARANCE AROUND A FIRE HYDRANT 60' 60, 28' R TYP 20' AY 28' R TYP. 20'2s 20' r 120-FOOT HAMMERHEAD ACCEPTABLE ALTERNATIVE TO 120-FOOT HAMMERHEAD For Si: t foot = 304.8 mm. FIGURE D103A DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND 6 t .■w [ g b$kbill Ylc I I N x _1W iR - Do oil I -------- ------ �.: A A OFF9E-r w1v RE LOCRTE➢ tr E "ER LBT OR RMIT, NOT To aca.tF $ JL � I 8! S! it I it � G= 11 x P arFRoveo 1n: cR1a ■o,m r.� oovnr of srrrvraor OffSLCT CUL-JDE SAC BG-0R4E RJOH RCEI&C6 STANDARDMOOR Rw �Cufflz MCK FACE I ' I ' RNY A A IlE NOT TO SCAIE tef11'E 1 LXaf+4E R El1nR CR6P6RV C11Re p1e1�6lT1 raw A■ e itR L L R OC Y. M1e WN IS1CiT 119 _R 5t.ST_1o■ W4T 2t2•3TZr W 747.07'�6• 77A17 W rQ fC 1 •Aoo' Irlu-sr 112 37.79 low 21M 212"YT1Y W 1b.w RO 1■.•9 eu aa,' 2v 1 6b.a1' 1B'ar 1e' 11V aea2' 1pp 26YD' 3f0.OT 1T aC 1aa2n y 171[aC 66 SS 9211' ■S.H lrwJ 11T 9Y Iwr ZS.i1' 2P1.1T 21' W 1ST.p' •e' 1TISP Ae aT zr i suro 1a aTdP n. rar 1ae 21ea zararsr W1¢TJa m lnar a sr aT 11 rk1■ 17.1rsr III' ssas 11ou 'WIN 21A•2V Or W 1srnT n 21tl1T aCHED" r CLIMI-e68ECFASOREGATE 618E cU■LES�OEaF Aap■EWTE BABE - it ones al�erav soar - aarwer Isel1a , Jrrr- L'9117ry0• g1'>•RBrP! CUL-0E.6AC Q. 16,1■]116 IEI. HF !•IIY M1E R! C MRe:' M1E r1 nn i : ■rArloaro rx. soo C. On streets, driveways, etc., where no cud} exists and the entire right-of-way Is to be a fire lane, paint both sides of the street as indicated in Section B above. Paint white letters in the street five (5) feet in height `FIRE LA14E - NO PARKING - FIRE LANE - CVC 22500.1'. Vertical separation between words shall be forty 140} feet (See Figures 2 & 31. STREET 4R OFdVF FIRE 15') VYRrrE LANE [57 140BErwEff" Worwsl RED WITH NO (5) WHITE L£T-FERNG PARKING [5'] WHITE FIRE (5') LANE [5'] CVC 22500.1 (57) Flours 3 Mow Curtr at fire lane with red stencil every 30' inl.—L No - Parking - Fire Lane 20' Min. • Fire Access Lane S' - Tu,fhrpck at Fire Acces. 7 Concrete Paving T T I= 1 _ Notes I I II�II sll' II II I ❑1 Sod " I Refer to: Landscape Planting Legard II - 0 vehicul■Fsu ortterrl -'-lu ll _Ilmll�llf Refer tot Landscape sy6Construction Plan Refer to- Landscape Specifications 0 Compacted subbase Reterto- Lonrlscape S eCifieations Referto: GevtechnicaiPEngineer'sdocuments �4 Perforated drainpipe wrapped in filteF fabric Refer to: Civil Errgineerrs documents �5 Filtar fattrio Retartn: Lamcape5pecification5 ® conpacted subgrade Referto- Gen rtieal Engineer% documents �7 AdE'acent concrete pawing Refer to; LanrFuape Construction Plan ® concrete containment curb Refer to- Gaotechnlcal Engmaee's dpcura"ts 20' FIRE LANE WITH TURF BLOCK Alternate Fire Lane beyond sign 4: "No Parking of Vehicles Beyond This Point" LEGEND PROPERTY LINE - MAIN ACCESS / INGRESS — ERRANT BALL FLIGHT ZONE zn� SECONDARY ACCESS / INGRESS PROPOSED STRUCTURE _ HOSE PULL (MAX. 300' FOR GUEST VILLAS AND ANCILLARY BLDGS PER RSFD) NEW ACCESS ROAD 12'-0" WIDE CONCRETE (N) FIRE HYDRANT OR ASPHALT-" 8'-0" WIDE GRASSPAV2 PO►" (E) FIRE HYDRANT INSIDE RADIUS > 28'-0" IV OUTSIDE RADIUS > 48'-0" WALL MOUNTED FIRE DEPARTMENT CONNECTION INCREASE FIRE HAZARD DESINITY Jr KNOX BOX BY ONE GROUP UP, SEE DEFFERRED FIRE SUPRESSION SUBMITTAL 4&m& STAND PIPE CLASS 3/250 GALLON (IN WALL CABINET/FREE STANDING) KEY PLAN AH HS H1 GR SILVERROCK LODGING, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 Gensle 225 Broadway Suite 1600 San Diego, CA 92101 United States r Tel 619.557.2500 Fax 619.557.2520 0 Date Description 2020.01.31 CD - PERMIT 3RD CYCLE C 2020_05-08 CD - PERMIT 4TH CYCLE Seal 1 Signature K J C 26830 / 913CN N \F OF CA0 Project Name SILVERROCK - SITE Project Number 55.7598.004 Description SITE PLAN - FIRE ACCESS H1,HS Scale As indicated 0' 40' 80' 160' S1 A00n503 © 2015 Gensler FIRE CODE H-2 FIRE ACCESS SCALE: 1" = 50'-0" f C n C Lf r- L.f Lf a a S a `L c v c C a u E C C la a C C. 17 a u L C C, tY 6 Lf r- LC LC « C, 01 L C1 c Lr GENERAL NOTES SHEET NOTES 1. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS; FIRE EXTINGUISHING SYSTEMS; INCLUDING AUTOMATIC SPRINKLERS, WET, AND DRY STANDPIPES; HALON SYSTEMS AND OTHER SPECIAL TYPES OF AUTOMATIC FIRE EXTINGUISHING SYSTEMS; AND OTHER APPURTENANCES THERETO SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALL 2. POST INDICATOR VALVES, FIRE DEPARTMENT CONNECTIONS, AND ALARM BELL SHALL BE LOCATED ON THE ADDRESS / ACCESS SIDE OF THE STRUCTURE PER UFC 1001.4 3. BUILDING ADDRESS NUMBERS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER FHPS POLICY P-00-6 UFC 901.4.4 4. FIRE ACCESS ROADWAY SIGNS OR RED CURBS SHALL BE PROVIDED WITH FHPS POLICY A-08-1 5. FIRE ACCESS LANE SHALL BE CONSTRUCTED TO WITHSTAND 95,000 LBS PER FHPS POLICY A-08-1 AND ALSO COMPLY W/ CFC 503 - MOST CONSERVATIVE LANGUAGE GOVERNS: ALL FIRE ACCESS ROADS WILL BE CAPABLE OF SUPPORTING THE IMPOSED LOAD OF AT LEAST 75,000 LBS AND WILL NOT EXCEED 105 OF GRADE. ALL FEATURES OF THE FIRE ACCESS ROADS INCLUDING TURNING RADIUS AND DEAD END DESIGN WILL BE IN ACCORDANCE WITH CFC 503 AND APPENDIX D OR OTHER APPROVED. RESOLUTION 2017-001 / SITE DEVELOPMENT PERMIT 2016-009: 56. "ALL FIRE DEPARTMENT APPLIANCES SUCH AS, FDCs AND PIVs SHALL BE LOCATED ON THE FRONT ACCESS SIDE OF THE BUILDING. PIV AND FDC APPLIANCES SHALL NOT BE LESS THAN 40' FROM THE BUILDING AND WITHIN 50' OF AN APPROVED ROADWAY AND NO MORE THAN 200' FROM AN APPROVED HYDRANT." NOTE: AB ALL 3 STORY STRUCTURES TYPE VB CONSTRUCTION CENTER STRUCTURE 1 STORY TYPE VB CONSTRUCTION BUILDING GROUPINGS DO NOT EXCEED AGGREGATE 28,000 GSF AREA AND ONE STORY NO FIRE SEPARATION BETWEEN BUILDINGS REQUIRED FIRE SEPARATION TYPE VB > 10', NO FIRE RATED WALLS REQUIRED FIRE SEPARATION TYPE IIIB > 30' NO FIRE RATED WALLS REQUIRED FIRE SEPARATION OF EGRESS BALCONIES > 10' NO FIRE RATED WALLS REQUIRED (CBC 1021.4) POOL EQUIPMENT BUILDING AND RESTROOMS TO RECEIVE A CFC 903.3.8. FOR LIMITED AREA SPRINKLER SYSTEM TABLE C102.1 REQUIRED NUMBER AND SPACING OF FIRE HYDRANTS FIRE -FLOW REOWREMENT MINIMUM NUMBER AVERAGE SPACING MAXIMUM DISTANCE FROM ANY (gpml of HYDRANTS BETWEEN HYDRAWFE" °'` `1 POINT ON STREET OR ROAD1 If"tI F RONTAGE TO A HYDRANT" 1.750 ar less 1 500 250 2,000-2,250 1_ 450 22s FIRE FLOW: ' MINIMUM 2,500 GPM AT 20 PSI RESIDUAL PRESSURE WHILE SIMULTANIOUSLY FLOWING AT A MINIMUM OF 2 MOST -REMOTE FIRE HYDRANTS PER RSFD COMMENT 05.07.2020 1,000 GPM/ 20 PSI FOR RESIDENTIAL STRUCTURES PER RSFD LETTER 03.23.2016 For SI: I foot = 304.8 mm. 60' 60-FOOT "Y" 60, r26' ' 28' R TYP. 120-FOOT HAMMERHEAD 20, 26' 20' 20' MINIMUM CLEARANCE AROUND A FIRE HYDRANT 28' R TYP AY 20' 20' ACCEPTABLE ALTERNATIVE TO 120-FOOT HAMMERHEAD FIGURE D103A DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND itJII� i k kip kI 1 -------- ---- _�_ OMER LEFT PE LOCRTE➢ a A ElitBi BTOR RI&fi. NOT To acuF$ 3s�kd{§r $ k N E le`In R� k lE Pgg8 IB- Is R � I I I G = laW x R APPROVED O' �1�.. cR1a eeorm C� ocup" OF RruhFa�f OffSLCT CVL-L1E 9AC .a■@iwF Raolx�� STANDARD no. 00 W 1 �1 LING R �CLMS PAG FAIT ' RNY 1. A A UE NOT TO SCAIE C1YT1'E 1 L'1,W4E R � Cl1ne PRCP�RN � C11Ra r11C1'Ba'T IaNr A■@ ■ RI L I L R L ` R L ae » is 1@ um IS1@4T Ha _R 5t.5r iw 2.{P 2}2'Sr2Y W WA7' @ Imt? BP !Q fir 1 e6.0@ 16°168T 11r 31.7v 10@' 213W 2'2'1T1Y W Ib.w W11LW Wa@ 2@ 1 ftW ... IrWW ..... 11@ ........._--. aW /W ...m - .... _ 26RD 3",or1T ._. ._._ w farav'.a 1rRr@ ■@ SS ilr 11' ■Xl/ 1rw4 11i 9Y4T'10@ ZS.i1' YPT-1T Zf' % 1Sip' Q 1TTST TS @T' 2Y i MAW' 1@°afdP' 11@ rrar, M 2"N 2m'owle W 1$7M m 1e1AK a 1r 2T i1 9a 97 171rSY 11Y 3W1TW iP.Os' 21A'250r W 1@r.11' e1' 21tln a�•+L•Fx crarrEl-iD0E0FASl1tlC0AletL18E cu■veatsoaeeTAa@■ewTeeAae APpRo g . COURrOr NVrJe91M �' Due owlet i■rlaeis i■v. er r�■ ■ue iec r. A{R@: euc e nTF i i ■rAroPrD Ha soo C. On streets, driveways, etc where no cud} exists and the entire right-of-way Is to be a fire lane, paint both sides of the street as indicated in Section B above. Paint white letters in the street five (5) feel in height `FIRE LA14E — NO PARKING — FIRE LANE — CVC 22500.1'. Vertical separation between words shall be forty 140} feel (See Figures 2 & 31. WHITE RED WITH WHITE LETTERING wHrre Concrete Paving Il lid it - i r l` IK: Notes �1 Sod Refer to: Landscape Planting Legend 0 vehicular su oTt system Refer tot Landscape Construction Plan Refer to- Landscape Specifications 0 Compacted subbase Reterto- Landscape S ecifications Referto: GevtechnIca iPEngineer'sdocuments ® PeFIQ rated drainpipe wrapped in filteF fabric Refer to: CIA Engineer'sdocuments �5 Iliar fattfio Retartn: Lamcape5pecification5 ® Conpacted tubgrade Referto- Ge rtiCal Engineers documents �7 AdT'acent cnncrete pawing Refer to; LanrFuape Construction Plan ® Concrete containment curb Rater to- Gaotechnlcaf Engmeee's d@curo"ts STREET OR AravF FIRE (5') LANE [5'J NO [6'] 140' BarwEerT Worws) PARKING [5'] FIRE [5'] LANE [5'] CVC 22500.1 (57) Floure 3 20' Min. • Fire Aecesa Lane 20' FIRE LANE WITH TURF BLOCK Alternate Fire Lane beyond sign 4: "No Parking of Vehicles Beyond This Point" LEGEND Mow Curtr at fire lane with red stencil every 30' irderval: No - Parking - Fire Lane PROPERTY LINE AB A MAIN ACCESS / INGRESS ERRANT BALL FLIGHT ZONE SECONDARY ACCESS / PROPOSED STRUCTURE INGRESS _ HOSE PULL (MAX. 300' FOR NEW ACCESS ROAD — GUEST VILLAS AND ANCILLARY BLDGS PER RSFD' 12'-0" WIDE CONCRETE OR ASPHALT >0< (N) FIRE HYDRANT 8'-0" WIDE GRASSPAVE (E) FIRE HYDRANT INSIDE RADIUS > 28'-0" OUTSIDE RADIUS > 48'-0" WALL MOUNTED FIRE � DEPARTMENT CONNECTION INCREASE FIRE HAZARD DESINITY BY ONE GROUP © KNOX BOX UP, SEE DEFFERRED FIRE SUPRESSION SUBMITTAL STAND PIPE CLASS 3/250 GALLON (IN WALL CABINET/ IV FREE STANDING) KEY PLAN SILVERROCK LODGING, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 Gensler 225 Broadway Suite 1600 San Diego, CA 92101 United States 0 Date Description Tel 619.557.2500 Fax 619.557.2520 2019_12-20 PERMIT SET A 2020 04-03 CD - PERMIT 2ND CYCLE B 2020 06-19 CD - PERMIT 3RD CYCLE C 2020_07-10 CD - PERMIT 4TH CYCLE Seal / Signature \� OF CAL�FO� Project Name SILVERROCK - SITE Project Number 55.7598.004 Description SITE PLAN - FIRE ACCESS H2 Scale As indicated 0' 25' 50' 100, S1 A00n504 r- © 2015 Gensler FIRE CODE 0 0 0 ip M LO ail U N ¢I z w I 0 U 0 U) O O 0 -- 1 U O I a) <n U 0 CD co 1b 10 LO ti LO LO CD CD co co n CID N N 0 CV 0 N LO OCC FIRE ACCESS 0 SCALE: 1" = 30'-0" SHEET NOTES NOTE: 1. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS; FIRE EXTINGUISHING ALL STRUCTURES TYPE VB CONSTRUCTION TYPE. SYSTEMS; INCLUDING AUTOMATIC SPRINKLERS, WET, AND DRY STANDPIPES; HALON BUILDING GROUPINGS DO NOT EXCEED AGGREGATE 24,000 GSF AREA AND ONE STORY SYSTEMS AND OTHER SPECIAL TYPES OF AUTOMATIC FIRE EXTINGUISHING SYSTEMS; AND FIRE SEPARATION OF ALL STRUCTURES > 10', NO FIRE RATED WALLS REQUIRED WITH OTHER APPURTENANCES THERETO SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY FOR EXCEPTION OF 2 HR FIRE WALL AS INDICATED REVIEW AND APPROVAL PRIOR TO INSTALL 2. POST INDICATOR VALVES, FIRE DEPARTMENT CONNECTIONS, AND ALARM BELL SHALL BE LOCATED ON THE ADDRESS / ACCESS SIDE OF THE STRUCTURE PER UFC 1001.4 3. BUILDING ADDRESS NUMBERS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER FHPS POLICY P-00-6 UFC 901.4.4 4. FIRE ACCESS ROADWAY SIGNS OR RED CURBS SHALL BE PROVIDED WITH FHPS POLICY A-08-1 5. FIRE ACCESS LANE SHALL BE CONSTRUCTED TO WITHSTAND 95,000 LBS PER FHPS POLICY A-08-1 AND ALSO COMPLY W/ CFC 503 - MOST CONSERVATIVE LANGUAGE GOVERNS: ALL FIRE ACCESS ROADS WILL BE CAPABLE OF SUPPORTING THE IMPOSED LOAD OF AT LEAST 75,000 LBS AND WILL NOT EXCEED 105 OF GRADE. ALL FEATURES OF THE FIRE ACCESS ROADS INCLUDING TURNING RADIUS AND DEAD END DESIGN WILL BE IN ACCORDANCE WITH CFC 503 AND APPENDIX D OR OTHER APPROVED. RESOLUTION 2017-001 / SITE DEVELOPMENT PERMIT 2016-009: 56. "ALL FIRE DEPARTMENT APPLIANCES SUCH AS, FDCs AND PIVs SHALL BE LOCATED ON THE FRONT ACCESS SIDE OF THE BUILDING. PIV AND FDC APPLIANCES SHALL NOT BE LESS THAN 40' FROM THE BUILDING AND WITHIN 50' OF AN APPROVED ROADWAY AND NO MORE THAN 200' FROM AN APPROVED HYDRANT." TABLE C102.1 REQUIRED NUMBER AND SPACING OF FIRE HYDRANTS FIRE -FLOW REOWREMENT MINIMUM NUMBER AVERAGE SPACING MAXIMUM DISTANCE FROM ANY (gpml of HYDRANTS BETWEEN HYDRAWIS' °•` `1 POINT ON STREET OR ROAD1 Ifsetl F RONTAGE TO A HYDRANT" 1.750 ar less I Sop 250 2,000-2,250 2 450 22s FIRE FLOW p 2,250 GPM/ 20 PSI FOR COMMERICAL STRUCTURES 2s' P. TY 1,000 GPM/ 20 PSI FOR RESIDENTIAL STRUCTURES PER RSFD LETTER 03.23.2016 For SI: t foot = 304.8 mtn. 60' 60-FOOT "Y" 60, 20' 28' R TYP. r26' 120-FOOT HAMMERHEAD 20, 26' 20' 2o' MINIMUM CLEARANCE AROUND A FIRE HYDRANT 28' R TYP AY 20' 20' ACCEPTABLE ALTERNATIVE TO 120-FOOT HAMMERHEAD FIGURE D103A DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND it T 4 Trw [ I �II pkI vigil.) � I -------- ---- i 1 _�_ ____ '192 OFF9ET4hv ME AT a A E "ER LBT OR RMIT, NOT To aca tF u tr a s�kd{§rlaW �� r 3 g R I I 'R S! b $Aill t1 5 it � G ti y l^ {0 X. R arMVED sr' - cA1a eeorm C� — ---- ocuFnT of srrrvraor OffSET CUL-JDE-BAC 1�.a+1a>�TRaPB�H1J 9�E@flOEA OHlR O1L FL E4&@6 sTAMWAD no 00 W Rw ° �1,� Fuel �OLFFS �R I CURM I ' RNY A A IlE NOT TO SCAIE CIY11'E 1 L'1,W4E R � El1ne rR@P6Rr � Cr1Re pICIMAlTI Law A■@ It RI L 'RI L R L' R L at 101 w1ml elver IS1r4r 11P 513T—IIN 26.{!' 7t2'3r T7 W WAX' Ir Imt? BP !Q fir 1 e6.0@ IrIV.&T 17r }7.T4 10@' 9AM 21211T13 W WIN @0 lWW w rr 2@ 1 ftu 1rww 11r aew iw 26.YD' zwor1T w farsv'.a' 1rRrr er SS 9Y 11' ■Xl/ Irw4 11T 2A Iw ZS.i1' YPT'1T Zf' % 1ST.p' Q Inm TS _Z@ 1 MAW' 1@°a— 11@ rrar � _ 2QPa6 - 1}TJr m 1—V a 1r aT 11 rasr 171r3r nr sso IW m ium 21.-2s9r W 157.11In rma SCHED"" CLIMI-OMCFAWREOA1EOM cU■LES�OEaF Aap■EWT @ABE — it oneo warav soar I — nrmw Ile]w-w ; APFR�g . CoUlf"Or WERBLPr �' @ue owlet CUL.D&"C i■rlaei- i■v. er re■ ■ue rec r. w1ro: Tu1c e nTF i i ■rArT@ano Ha soo C. On streets, driveways, etc., where no cud} exists and the entire right-of-way Is to be a fire lane, paint both sides of the street as indicated in Section B above. Paint white letters in the street five (5) feel in height `FIRE LA14E — NO PARKING — FIRE LANE — CVC 22500.1'. Vertical separation between words shall be forty 140} Seel (See Figures 2 & 31. WHITE RED WITH WHITE LETTERING WHrre All -- Concrete Paving L /* Notes �1 Sod Refer to: Landscape Planting Legend Veh ICUI■r su oTt system Refer to: Landscape Construction Plan Refer to- Landscape Specifications �3 Compacted subbase Reterto- Landscape S ecifications Referto: GevtechnIca iPEngineer'sdocuments �4 PerEarated drainpipe wrapped in filteF fabric Refer to: CIA Engineet'sdocuments M5 Filtar fattfio Retertn: Lamcape5pecification5 ® Conpacted subgrade Referto- Ge riiCal Engineer% documents �7 AdT'acent cnncrete pawing Refer to; LanrFuape Construction Plan ® Concrete containment curb Refer to- Gaotechnlcal Engmeee's documents STREET OR AravF FIRE (5') LANE [5'J NO [6'] 140' BalwEerT Worws) PARKING [5'] FIRE [5'] LANE [5'] CVC 22500.1 (57) Floure 3 20' Min. • Fire Access Lane a• _ T. 20' FIRE LANE WITH TURF BLOCK Alternate Fire Lane beyond sign 4: "No Parking of Vehicles Beyond This Point" LEGEND PROPERTY LINE —� ERRANT BALL FLIGHT ZONE PROPOSED STRUCTURE iiiiiiiii ►��i�i�i�i�i�i�i� Mow Curtr at fire lane with red stencil every 30' irllerval: No - Parking - Fire Lane - MAIN ACCESS / INGRESS SECONDARY ACCESS / INGRESS _ HOSE PULL (MAX. 300' FOR GUEST VILLAS AND ANCILLARY BLDGS PER RSFD) INCREASE FIRE HAZARD DESINITY BY ONE GROUP UP, SEE DEFFERRED FIRE SUPRESSION SUBMITTAL KEY PLAN (N) FIRE HYDRANT PI►" (E) FIRE HYDRANT WALL MOUNTED FIRE DEPARTMENT CONNECTION KNOX BOX STAND PIPE CLASS 3/250 GALLON (IN WALL CABINET/FREE STANDING) SILVERROCK LODGING, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 Gensler 225 Broadway Suite 1600 San Diego, CA 92101 United States Date Description Tel 619.557.2500 Fax 619.557.2520 2019_10-04 PERMIT SET A 2019 12-13 CD - PERMIT 2ND CYCLE B 2020 02-28 CD - PERMIT 3RD CYCLE / GMP C 2020_05-08 CD - PERMIT 4TH CYCLE 2020_06-17CD PERMIT 5TH CYCLE Seal 1 Signature �j, 'pccN 913p\rL \� OF Project Name SILVERROCK - SITE Project Number 55.7598.004 Description SITE PLAN - FIRE ACCESS OCC Scale As indicated 0' 15' 30' 60' S1 AOOm5O5 © 2015 Gensler FIRE CODE :: 0 0 0 00 M LO LO LO (I U ¢I z LU 0 I 0 U 06 0 U) 1= 0 0 ry 0 0 L U 0 IY <n U c� 0 Cl) CR 00 LO ti L0 L0 0 CD co Cl) n CD M co 0 CV O (V M CH FIRE ACCESS 1 SCALE: 1" = 50'-0" SHEET NOTES 1. COMPLETE PLANS AND SPECIFICATIONS FOR FIRE ALARM SYSTEMS; FIRE EXTINGUISHING SYSTEMS; INCLUDING AUTOMATIC SPRINKLERS, WET, AND DRY STANDPIPES; HALON SYSTEMS AND OTHER SPECIAL TYPES OF AUTOMATIC FIRE EXTINGUISHING SYSTEMS; AND OTHER APPURTENANCES THERETO SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALL 2. POST INDICATOR VALVES, FIRE DEPARTMENT CONNECTIONS, AND ALARM BELL SHALL BE LOCATED ON THE ADDRESS / ACCESS SIDE OF THE STRUCTURE PER UFC 1001.4 3. BUILDING ADDRESS NUMBERS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER FHPS POLICY P-00-6 UFC 901.4.4 4. FIRE ACCESS ROADWAY SIGNS OR RED CURBS SHALL BE PROVIDED WITH FHPS POLICY A-08-1 5. FIRE ACCESS LANE SHALL BE CONSTRUCTED TO WITHSTAND 95,000 LBS PER FHPS POLICY A-08-1 AND ALSO COMPLY W/ CFC 503 - MOST CONSERVATIVE LANGUAGE GOVERNS: ALL FIRE ACCESS ROADS WILL BE CAPABLE OF SUPPORTING THE IMPOSED LOAD OF AT LEAST 75,000 LBS AND WILL NOT EXCEED 105 OF GRADE. ALL FEATURES OF THE FIRE ACCESS ROADS INCLUDING TURNING RADIUS AND DEAD END DESIGN WILL BE IN ACCORDANCE WITH CFC 503 AND APPENDIX D OR OTHER APPROVED. RESOLUTION 2017-001 / SITE DEVELOPMENT PERMIT 2016-009: 56. "ALL FIRE DEPARTMENT APPLIANCES SUCH AS, FDCs AND PIVs SHALL BE LOCATED ON THE FRONT ACCESS SIDE OF THE BUILDING. PIV AND FDC APPLIANCES SHALL NOT BE LESS THAN 40' FROM THE BUILDING AND WITHIN 50' OF AN APPROVED ROADWAY AND NO MORE THAN 200' FROM AN APPROVED HYDRANT." TABLE C102.1 REQUIRED NUMBER AND SPACING OF FIRE HYDRANTS FIRE -FLOW REOWREMENT MINIMUM NUMBER AVERAGE SPACING MAXIMUM DISTANCE FROM ANY [gpml of HYDRANTS BETWEEN HYDRAWIM".'` `r POINT ON STREET OR ROADo If■etI FRONTAGE TO A HYDRAN V 1.750 ar less 1 500 250 2,000-2,250 2 450 22s FIRE FLOW 0 R 2,250 GPM/ 20 PSI FOR COMMERICAL STRUCTURES 2s' TYP. 1,000 GPM/ 20 PSI FOR RESIDENTIAL STRUCTURES PER RSFD LETTER 03.23.2016 21r 60-FOOT "Y" For Si: t foot = 304.8 mm. 60' 60, r26' ' 28' R TYP. 120-FOOT HAMMERHEAD 20, 26' 20' 20' MINIMUM CLEARANCE AROUND A FIRE HYDRANT 28' R TYP AY 20' 20' ACCEPTABLE ALTERNATIVE TO 120-FOOT HAMMERHEAD FIGURE D103A DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND II� i �II p k I vigil.) � I 1 -------- ------ A OFFSET EfT FE LOCRT&f [IitBi IBTOR RIi, NOT To O is k � W S! I 9! arFleoveo erg cR1a eao,m C� oovnr of srrrvraor opfser CUL-DE-SAC BE-0RfiE RJOH RCEI&@6 ,+a "� "�•'..i_ STANDARD nq ew w f 1 IV Rw LIMA RII �� -�= 1 ' 1 ' RNY 't A uE NOT TO SCAIE tef11'E 1 L'1,W4E R � Ll1nR CROP�RN � C11Ra Fr1er'�LT'r law A■@ ■ RI L L R L' R L 0@ » X 1@ @Na@ 1S1@iT H9 _RI S}.ST-10@ 2r.{!' 7}2'R» »6 747.@2" 1@' 770.1r BP X fC 1 MW IrlusA 11r 31.79 IN Sir 212'ST17 X WCU @0 11LW W @@ 2@ 1 ea.a@ irww 119 am iw 26.Y@ zwor 1T w is&v 4 1m 6@ SS ilr 11' ■S.H 1S'XJ-' ]1i 9a4T'10@ ZS.i1' YPI'1T Zf' X 1Sip' •e' 1TISP TS 5r Jr3rdr 11@ V_W, M 2"N 2a owle W 1$7m m' 1■1at• Ti X ART i1 se.X 17'1rST t1T 3WIW ioea' 21.-24 or W 157.11' e1' ?2dn mym.rx CLIMI-20MCFAS0aE0Al OM 0U■Vr2MMW0FA3QF&QTE&W — it oneo — I rawrr a W-W ; JF'FR gr- COURTOr MVE"M Thmap�' @A1e owlet orfrAl" CIIL.D&RAC 16,1-1116 IEI. fM !/IIY M1E R! C IJ11@: rA1E 11 n1F � : ■rArAJAO N0. soo C. On streets, driveways, etc., where no cud} exists and the entire right-of-way Is to be a fire lane, paint both sides of the street as indicated in Section B above. Paint white letters in the street five (5) feel in height `FIRE LA14E — NO PARKING —FIRE LANE — CVC 22500.1'. Vertical separation between words shall be forty 140} Seel [See Figures 2 & 31. STREET 4R AravF — FIRE (5') WRITE LANE [5'] RED WITH NO [6'] WHITE LETTERING PARKING [5'] wHrre I I if FIRE [5'] Concrete Paving Notes �1 Sod Refer to: Landscape Planting Legartd vehicul■r su ort syakem Refer tn: Landscape Construction Plan Refer to: Landscape Specifications 0 Compacted subbase Reterto- Lontlscape S ecifications Referto: GevtechnIca iPEngineer'sdocuments E4 Perforated drainpipe wrapped in filteF fabric Refert.o:CIA Engi'leerrsdocuments M5 Iliar fattfio Retartn: Lamcape5pecification5 ® conpacted subgrade Referto- Gent r'ttkCal Engineer% documents �7 AdE'acent concrete pawing Refer to; LanrFuape Construction Plan ® concrete containment curb Refer to- Gaotechnlcal Engmeee'S d@cura"ts LANE [5'] CVC 22500.1 [57) Flovre 3 140' BETWEEN Worms) 20' Min. • Fire Access Lane 20' FIRE LANE WITH TURF BLOCK Alternate Fire Lane beyond sign 4: "No Parking of Vehicles Beyond This Point" LEGEND PROPERTY LINE — ERRANT BALL FLIGHT ZONE PROPOSED STRUCTURE NEW ACCESS ROAD ►��i�i�i�i�i�i�i� OR ASPHALT 1" WIDE GRASSPAV2 INSIDE -AD1 OUTSIDE -`D4: 1 Mow Curtr at fire lane with red stencil every 30' irderval: No - Parking - Fire Lane - MAIN ACCESS / INGRESS SECONDARY ACCESS / INGRESS _ HOSE PULL (MAX. 300' FOR GUEST VILLAS AND ANCILLARY BLDGS PER RSFD) INCREASE FIRE HAZARD DESINITY BY ONE GROUP UP, SEE DEFFERRED FIRE SUPRESSION SUBMITTAL KEY PLAN (N) FIRE HYDRANT PI►" (E) FIRE HYDRANT IV WALL MOUNTED FIRE DEPARTMENT CONNECTION 1,5 KNOX BOX STAND PIPE CLASS 3/250 GALLON (IN WALL CABINET/FREE STANDING) SILVERROCK LODGING, LLC 79-179 AHMANSON LANE, LA QUINTA, CA 92253 Gensler 225 Broadway Suite 1600 San Diego, CA 92101 United States Tel 619.557.2500 Fax 619.557.2520 0 Date Description 2019_11-25 PERMIT SET A 2020 01-17 CD - PERMIT 2ND CYCLE B 2020 04-03 CD - PERMIT 3RD CYCLE/GMP 2020 05-26 CD - PERMIT 4TH CYCLE Seal / Signature /s K NF\ \g rp �, � CALIF - Project Name SILVERROCK - SITE Project Number 55.7598.004 Description SITE PLAN - FIRE ACCESS CH Scale As indicated S1 AOOm5O6 © 2015 Gensler INVISIBLE STRUCTURES' 10AMble Stnxtures, Ina. 303-233-8383 www,irwWblestrvctures.com Base Course Depth Recommendations GRASSPAVE2 and GRAVELPAVE2 Normal Traffic Cccassional Passes = Infrequent Passes CBR 2-4 1 CBR ]4 CBR 2-4 CBR >4 1 GBR 2-4 1 CBR �4 Heavy Fire Truck & H-20 Loading Max 110 psi 14 in 12-14 in 12-14 in 12 in 12 in 10-12 in 80000 lb V J Light Fire Truck & H-15 Loading Typical 85 psi 12 in 10-12 in 10 in 8-10 in 8-10 in 8 in 60,000 lb Utility & Delivery Truck & H-10 Loading Typical 60 psi 8-10 in 8 in 8-10 in 6-8 in 6-8 in 6 in 40,000 lb Cars & Plck-Up Truck Access Typical 45 psi 6-8 in 6 in 6 in 4-6 in 4-6 in 2-4 in 8,000 lb Trail Use and Cart Paths t1,000 lb 6 in 4-6 in 2-4 in 0-2 in None None * THESE DEPTH RECOMMENDATIONS SHOULD BE VERIFIED BY THE PROJECT ENGINEER AND LOCAL AUTHORITIES Geotechnical Report Global Geo-Engineering October 29, 2019 (Revised July 22, 2020) Project 8227-04 12.6.5 Grasspave2 The review of the manufacturer's specifications for the Grasspave2 product, it is our geotechnical opinion that the Grasspave2 is considered suitable to support the EVA provided the installation is conducted in accordance with the manufacturer's recommendations. GRAVELPAVE2 By INVISIBLE STAOCTURES" V4.1 INSTALL SIGNAGE ALONG SIDE OF ACCESS STATING "FOR EMERGENCY VEHICLES & MAINTENANCE VEHICLES ONLY. NO VEHICULAR TRAFFIC ALLOWED". STANDARD "NO PARKING" SIGN SIZE 0 8"x24") SHALL BE USED. SEE RCFD FIRE LANE REQ'TS. FOR ADDITIONAL INFO. 17-1�,, I d d 12' 20' FIRE ACCESS (TYP) CLASS "C" CONCRETE 2% a o c d a � d a �-- COMPACTED NATIVE SOIL PER GEOTECH. REPORT 12" SANDY GRAVEL BASE COMPACTED TO 95% PER GEOTECH REPORT GRASSPAVE2 W/ DG (PER MANUFACTURER'S DETAILS & SPECS-TYP) 8' GRASSPAVE2 d CONCRETE MOW STRIP TO BE STENCILED "FIRE LANE - NO g" PARKING - CVC 22500.1" PER RIVERSIDE COUNTY FIRE LANE REQUIREMENTS FORM 11 FINISH GRADE N e d 4" PERFORATED PIPE PER LANDSCAPE PLANS & STORM DRAIN PLANS �111I�Im-T I 0ra,wa1I�:IA90W,MTo19►`� w SILVERROCK LODGING, LLC 20' Min_ - Fire Access I ane N otes ❑1 Sod - Tifgre328 Hybrid Bermuda Refer to: Menanufacturer's recommendations (Materials Section E) �2 Grasspave 2 (#2520) �3 Compacted sub -base Refer to: Geotechnical Engineer's documents ® Perforated drain pipe wrapped in filter fabric Refer to: Civil Engineer's documents �5 Filter fabric Refer to: Landscape Specifications © Compacted subgrade Refer to: Geotechnical Engineer's documents IflVehicular Concrete Paving Refer to: Geotechnical Engineer's documents ® Concrete containment curb at fire lane with red stencil every 30' interval: No Parking - Fire Lane Refer to: Geotechnical Engineer's documents Grasspave at Fire Lane - Typical Section Scale: 1"=1'-0" D 26'-0" Min. - Fire Access Lane Grasspave at Fire Lane - Turnout Section Scale: 1"=1'-0" N otes �1 Sod - Tifgreen 328 Hybrid Bermuda Refer to: Manufacturer's recommendations (Materials Section E) �2 Grasspave 2 (#2520) �3 Compacted sub -base Refer to: Geotechnical Engineer's documents ® Perforated drain pipe wrapped in filter fabric Refer to: Civil Engineer's documents �5 Filter fabric Refer to: Landscape Specifications © Compacted subgrade Refer to: Geotechnical Engineer's documents �7 Vehicular Concrete Paving Refer to: Geotechnical Engineer's documents ® Concrete containment curb at fire lane with red stencil every 30' interval: No Parking - Fire Lane Refer to: Geotechnical Engineer's documents Not Assigned Not Assigned Not Assigned Not Assigned I J K L 52-200 SILVERROCK WAY LA QUINTA, CA 92253 Gensler 225 Broadway Suite 1600 San Diego, CA 92101 United States Tel 619.557.2500 Fax 619.557.2520 b u r t o n Landscape Architecture Studio 307 S Cedros Solana Beach Ca 92075 858 794 7204 T 858 794 7207 F www.burton-studio.com Date Description O0'`Pe� PRCHITECT . STgTF K C v X Patrick L. Baldwin z No.5208 04 Sep 20 ti ti OP date �d/crate . 90 Pp<'�� Seal 1 Signature NOT FOR CONSTRUCTION Project Name SILVERROCK RESORT Project Number Description LANDSCAPE CONSTRUCTION DETAILS Scale No Scale LC-5.01 © 2019 Gensler Riverside County Fire Department Office of the Fire Marshal Riverside Office: 2300 Market St., Ste. 150, Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Palm Desert Office: 77-933 Las Montanas Rd., # 201 Palm Desert, CA 92211-4131 Ph. (760) 863-8886 Fax (760) 863-7072 DATE APPLICATION FOR ALTERNATE MATERIALS AND METHODS PROJECT NAME PROJECT ADDRESS PERMIT OR APP. NO. OWNER'S NAME OWNER'S ADDRESS PHONE TENANT'S NAME (Ifother than owner) TENANT'S ADDRESS PHONE APPLICANT'S NAME (Not company name) APPLICANT'S ADDRESS PHONE Please Print RELATIONSHIP OF APPLICANT TO PROJECT AND COMPANY NAME FIRE DEPT EMPLOYEE FAMILIAR WITH PROJECT Pursuant to Section 104.9 of the 2016 California Fire Code (CFC), a request is hereby made to the Fire Marshal for an alternate material and method from Section of the , which requires that: I request your acceptance of: (Use attachments if necessary) I believe this proposal complies with the intent of the provisions of the CFC, and that the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in the CFC in quality, strength, effectiveness, fire resistance, durability, and safety because: (Use attachments ifnecessary) OWNER, ARCHITECT OR ENGINEER SIGNATURE TITLE DECISION OF THE FIRE MARSHAL ARCHITECT OR ENGINEERS SEAL ❑ Approved ❑ Approved with Stipulations ❑ Denied Stipulations: DATE FIRE MARSHAL or authorized designee 5/16/16 Riverside County Fire Department Office of the Fire Marshal Riverside Office: 2300 Market St., Ste. 150, Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Palm Desert Office: 77-933 Las Montanas Rd., # 201 Palm Desert, CA 92211-4131 Ph. (760) 863-8886 Fax (760) 863-7072 DATE APPLICATION FOR ALTERNATE MATERIALS AND METHODS PROJECT NAME PROJECT ADDRESS PERMIT OR APP. NO. OWNER'S NAME OWNER'S ADDRESS PHONE TENANT'S NAME (Ifother than owner) TENANT'S ADDRESS PHONE APPLICANT'S NAME (Not company name) APPLICANT'S ADDRESS PHONE Please Print RELATIONSHIP OF APPLICANT TO PROJECT AND COMPANY NAME FIRE DEPT EMPLOYEE FAMILIAR WITH PROJECT Pursuant to Section 104.9 of the 2016 California Fire Code (CFC), a request is hereby made to the Fire Marshal for an alternate material and method from Section of the , which requires that: I request your acceptance of: (Use attachments if necessary) I believe this proposal complies with the intent of the provisions of the CFC, and that the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in the CFC in quality, strength, effectiveness, fire resistance, durability, and safety because: (Use attachments ifnecessary) OWNER, ARCHITECT OR ENGINEER SIGNATURE TITLE DECISION OF THE FIRE MARSHAL ARCHITECT OR ENGINEERS SEAL ❑ Approved ❑ Approved with Stipulations ❑ Denied Stipulations: DATE FIRE MARSHAL or authorized designee 5/16/16 Riverside County Fire Department Office of the Fire Marshal Riverside Office: 2300 Market St., Ste. 150, Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Palm Desert Office: 77-933 Las Montanas Rd., # 201 Palm Desert, CA 92211-4131 Ph. (760) 863-8886 Fax (760) 863-7072 DATE APPLICATION FOR ALTERNATE MATERIALS AND METHODS PROJECT NAME PROJECT ADDRESS PERMIT OR APP. NO. OWNER'S NAME OWNER'S ADDRESS PHONE TENANT'S NAME (Ifother than owner) TENANT'S ADDRESS PHONE APPLICANT'S NAME (Not company name) APPLICANT'S ADDRESS PHONE Please Print RELATIONSHIP OF APPLICANT TO PROJECT AND COMPANY NAME FIRE DEPT EMPLOYEE FAMILIAR WITH PROJECT Pursuant to Section 104.9 of the 2016 California Fire Code (CFC), a request is hereby made to the Fire Marshal for an alternate material and method from Section of the , which requires that: I request your acceptance of: (Use attachments if necessary) I believe this proposal complies with the intent of the provisions of the CFC, and that the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in the CFC in quality, strength, effectiveness, fire resistance, durability, and safety because: (Use attachments ifnecessary) OWNER, ARCHITECT OR ENGINEER SIGNATURE TITLE DECISION OF THE FIRE MARSHAL ARCHITECT OR ENGINEERS SEAL ❑ Approved ❑ Approved with Stipulations ❑ Denied Stipulations: DATE FIRE MARSHAL or authorized designee 5/16/16 Riverside County Fire Department Office of the Fire Marshal Riverside Office: 2300 Market St., Ste. 150, Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Palm Desert Office: 77-933 Las Montahas Rd., # 201 Palm Desert, CA 92211-4131 Ph. (760) 863-8886 Fax (760) 863-7072 DATE APPLICATION FOR ALTERNATE MATERIALS AND METHODS 11.20.2019 PROJECT NAME PROJECT ADDRESS PERMIT OR APP. NO. SilverRock Resort SilverRock Way 52000, 52100, 52150, 52200, 52400 OWNER'S NAME OWNER'S ADDRESS PHONE SilverRock Development Company, LLC 3551 Fortuna Ranch Road, Encinitas, CA 92024 (760) 634-6543 TENANT'S NAME (If other than owner) TENANT'S ADDRESS PHONE Montage International 30801 South Coast HWY, Laguna Beach, CA 92651 (866) 551-8244 APPLICANT'S NAME (Not company name) APPLICANT'S ADDRESS PHONE Please Print Veit Kugel, Gensler 225 Broadway #100, San Diego, CA 92101 (619) 557-2529 RELATIONSHIP OF APPLICANT TO PROJECT AND COMPANY NAME FIRE DEPT EMPLOYEE FAMILIAR WITH PROJECT Architect, Gensler Kohl Hetrick Pursuant to Section 104.9 of the 2016 California Fire Code (CFC), a request is hereby made to the Fire Marshal for an alternate material and method from Section appendix D101.1 of the , which requires that: D102.1 Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds (34 050 kg). I request your acceptance of: (Use attachments if necessary) Fire Apparatus Access Road to be constructed of 12' of concrete and 8' of GrassPave2 surface both suitable for a min. load of 75,000 lbs. The FAAR will connect to the FAAR recently build and appoved at the SilverRock Golf Course, see attached approved AM&M from 2016. I believe this proposal complies with the intent of the provisions of the CFC, and that the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in the CFC in quality, strength, effectiveness, fire resistance, durability, and safety because: (Use attachments if necessary) Proposed construction and alternate road surface is similar as attached approved AM&M from 2016. Veit Kugel, Gensler U0 OWNER, ARCHITECT OR ENGINEER SIGNATURE TITLE DECISION OF THE FIRE MARSHAL ARCHITECT OR ENGINEERS SEAL ❑ Approved ❑ Approved with Stipulations ❑ Denied Stipulations: DATE FIRE MARSHAL or authorized designee 5/16/16 F� a Riverside County Fire Department Office of the Fire Marshal 5 Rwejr idea ptfce: 73l77 F.lark�-t 51.. S:e. ISv. Rivers:im, GA 5250t Prj t951} 955-4777 i' a (951% 955.4885 PNI.7s Coed:`[ Offine: 77.533 4a=- Mnncarias Rd . io 201 Palm aeser:. CA 92211-4137P) y7$pj 663-BBSv Fax (7E6)ma-7G72 APPLICATION FOR ALTERNATE MATERIALS AND METHODS Dec, 7, 2016 PROJF.CTNAME SilverRock Resort OWNER'S NAME Citv of La Quinta PENA1vr'€'S NAME ()rsrrer•j SilverRock Dev. Co. LLC PROJECT ADDRESS 79179 Ahmanson Lane, La Quinta, CA O NL-R S ADDRESS 78495 Cabe Tampico, La Quinta, CA TENANT'S ;S ADDRESS 3551 Fortuna Ranch Road, Encinitas, CA PUMII OR APl} NO P IUIT' 760-777-7000 E'I ION I: 760-634-6543 APPLICAVI `S NAh-IF 4A;m r[rrrfpvn; rrumc•) APP1.1CAN'f 5 ADDRESS I €°i ONO Ple ase Michael Baker International Daniel Koravos, P.E. j 7 410 Gerald Ford Drive, Palm Desert, CA 1 760-341-6117 RELATIONSHIP OF APPIK AN TO E'it{}.€!:C 1 AND COMPANY NAMF FIRE DLPF l.A43'€ OYI'E FAMILIAR WITH PR].EI,C.f_m _ Engineer - Michael Baker International I Ronald Griesinger Put'Suant tU Sections 104.9 of the 2013 California Fire Code (CF'C), a request is hereby made to the Eire Nlarshat for an alternate mate-iul and mefhod frotst section 503.2 — of €ile Title 24 Part 9 , Arhieh requires that: Access roads shall be all-weather bard -surface no less that 20 feet in width. l request your arceptasee of: A 12 foot concrete section with a 4 foot section on each side rEiaraarrcirrrrw.+?rrrece,r.t; consisting of the Gfasspave2 product filled with decomposed granite and periodic sections of landscaping, The edges will be delineated with plantings and signage will be installed. (See attached details, product literature and narrative) l believe this proposal Complies Witt] the intept of the provisions of the CFC, and that the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in the Cl~C in quality, strength, effectiveness, fire resistance, durability, and safety becaust : The Gra$Spave2 product has a greater litespan and can sustain greater live loads than bath asphalt and concrete- It has been used for fire access applications since 1982. (See attached details, product literature & narrative) Daniel Koravos, P.E. Project Manager MA"NER, ARCHITTiCI {fit ENGINEER SIGNATURE, i'ii-f.F DECISION OFTHE !liar: MARSHAL ARC€ ITEC TOR ENGINEERS SEAL Approved kpproved with Stipulations C] fDevied 7 € StipulatiQr�s: L'341 a�rp '-PW_;hj t1d4z' y5ihLtf AE 9ARS i. of - thurtzed &s:;.rrce PROUDLY SERVING THE u€atr sCORPOrzATED AREAS OF i IVERSi3E COUk Y A MD THK CMES. tar: 5'ANNNG OErF.UMCRT IJ�Li117%,yA i?ESL:i-7 i',C SPc, 14C—S f i,a nissi�� -VVF L,�s IF\:Dia j LtR u r-A V xC -.--r y LA QU-NTA M EK= F'Er wiORENC 4 ,,L&eY NORCO PALm, C7EsERT PERRIS RANCHO f1MFAQE RueiDoux CSI3 SALN jAcmy'o 'reirF-c trip: ;1V i�;'-C itAt": BOARD OF SUPEl-A(I..a'PO KEiflN.SF;rMrzY D i S]'r c-T, ? :QKN TAVAGLJQNF D!STRICT 2 C HARLES Wl:[31- NGTONI D€�TT MC-J- JOHN, erf\ka3T DI ?"Fzic'r4 3-,IA ioN Asr L." D1s:TRi(-,•r 5 CAL. FARE - RIVE P " DE UNff WERSIDE COUNTY FIRS, DEPARTMENT OFFICE OF THE FIRE MARSHAL 77-233 Las f&n€-�fas Rd.. f�201, Palm Desert, CA 92211-4131 v Phone UK) 863-8886 Fax (760) 86S-7072 ��ov.rvcfire.or� March 29, 2017 Daniel Koravus, F,ir, 75410 Gerald Frrd Dr., Suite 00 P81m Deser'; CIS 92211 Fie- SilverBock Resod - La Quinta, CIS Aiterriate Materials and Methods Bequest — Decernber 7, 2016 Use of Grasspave2 foe required fire apparatus access roadways Mir, koraV05, Tile Fire Department haw determined that the proposed 5ilverRock development may utilize GFasspave2 paving structures for required fire apparatus access roadways as indicated on the site exhibits submitted vviith the Application for Alterr=ate [Viaterials and Methods dated December 7, 2016 sublect to the fallowing stiputatlons: At all times, required fire apparatus access roads shalt be mainaained free and clear of any obstructions and shall be maintained capable of supporting fire apparatus. The perimetee of the four-fo at wide sections of Grasspave2 on each side of ttw tw6ve- foot wide concrete roadway shall be rleady delineated as approved by the Fire Department. Delineation details must be subrydtted for review and approved by the Riverside County Fire Department Office of the Fire Marshal prior to concrete roadway and. Grasspave2 installation. Applicant must submit a detailed maintenance plat, for the Grasspave2 product utiked at this development to include maintaining Clear of all obstructisans (benches, planters, bushes, trees, etc.) and maintaining capability of supporting fire apparatus. The maintenance pian must be submitted for review and appraised by the iiverside County Fire Department Office of the Fire Marshal prior to issuance of any certificate of occupancy for any building served by an apparatus access road witb Grasspave2 pro duct. C Fire apparatus access rOad(s) shall extend to within 150 feet of all portions of the facility and all portions of the exterior walls of the first story of all buildings as measured by an approved route around the exterior of the building or €acidity in accordance with 0,e 2016 California Fire CDde Section 503.1. We request a signed letter from the Applicant Owner indicating acceptance of the above stipulations. Should you have; any additional questions, you may contact halt 8randes, Deputy Fire Marshal at (760) 863-998'5. y wkins We Make u Difference Project: SilverRock Resort (Planning Area 2) Subject: Applications for Alternate Materials and [Methods —Narrative Date: December 7, 2016 Overview The SilverRock Resort project is located to the southeast of the intersection of Jefferson Street and Avenue 52 in the City of La Quinta and consists of approximately 545 acres. The site is bounded by Avenue 52 to the south, Jefferson Street to the east, Avenue S4 to the north and the Santa Rosa M"ntaim to the west. The property is divided by the AllArnerican Canal, which forms a physical barrier between the west and north portions of the property from the south and east portions. The proposed development includes modifications to the existing golf course and the construction of a luxury hotel, luxury branded residential units, a conference facility, a lifestyle hotel, a new golf clubhouse, a public park, trails, streets, and future golf holes. pfanni€tg Area #2 (PA 2) The main area of concern is the Luxury Motel in PA 2. The facility will consists of the hotel central area and spa and accommodation structures consisting of multiple two to four unit casitas totaling approximately 140 hotel rooms. Throughout PA 2, walkways and paths are proposed. These paths will be six (6) to eight (8) feet in width. No vehicular traffic will be allowed except for golf carts and maintenance equipment. This will encourage a serene environment for all guests. The primary purpose of the driveways is to provide emergency access to all parts of the development. There are two (2) proposed access paints to the project at SilverRock Way & Avenue 52 and SilverRock Way & Jefferson Street. An emergency access point will be provided at the south erly boundary along Avenue 54. Planning Area 2 (Luxury Hotel) will have two (2) access points. The primary access will be near the terminus of Ahmanson Lane and an emergency access that runs along the CVWD right-of-way to SilverRock Way (refer to Exhibit "A" attached). Alternative Materials and Methods I n orderto maintain the tranquil setting, the intent is to minimize the use of impervious hardscape as much as possible. With this in mind and the fact that emergency equipment and personnel must have access to all areas of the site, a twelve (12) foot wide concrete driveway with four (4) feet of Grasspavez on both sides of the driveway is proposed. The Grasspavel would be filled with decomposed granite (OG) and intermittent areas of landscaping. This will yield an attractive surface with the strength and durability necessary for emergency vehicles. E''?' Yla s `aiiP+f�y & itypo. 1fBAKERINTL.COM .. �: 754 io Gerold Ford Drive -Suite TOU Palm Desert, CA 9.22n Office: 760_345.7481 {California Code of Regulations, Title 19, Division 1, §3.05ja)] Fire Department Access and Egress. (Roads) (a) ..Roads. Required access roads from every building to a public street shall be all-weather hard -surface (suitable for use by fire apparotus) right -Of --way not less than 20feet in width. Such right -of --way shall be unobstructed and maintainer) only as access to the public street. The two (2) four (4) foot Grasspave2 sections adjacent to the twelve (12) foot concrete driveway will support 15,940 psi which far exceeds the minimum required 84 psi for a fire truck with outriggers (see page 4 of the accompanying Grasspave2JGravelpave2 literature and the). As for durability, the Grasspave2 has a life span of 60 years (see "Quick Reference Guide for Grasspave2 and Gravelpave2 on page 24 of the accompanying Grasspave2fGravelpave' literature and the "Strength of Grass Paving Structures"). Summary It is our opinion that the Grasspavez product exceeds the requirements of (California Code of Regulations, Title 19, Division 1, §3.05(a)) Fire Department Access and Egress. (Roads). This product has a greater lifespan and can ,sustain greater load capacities than required for fire vehicles. It has been used for fire access applications in all climates since 1982. To ensure the proper maintenance and use, the driveways where the product is used will be within a dedicated easement once the final alignments are established. Refer to Exhibit "8" for the anticipated locations of the driveways in question. Page 2 of 2 I .inches thick, our porous systems will percolate approximately /r inch of rain per hour! A seven-inch section can stare 2.4 inches of water (about 20 percent void after compaction). Alternatively, ;lard surfaces, such as asphalt and concrete, shed 95 percent of Storm water. AeAhetks As a designer, engineer, coittractor, or homeowner, you can be sure Grasspavez and Gravelpave2 can deliver a more beautiful surface and add a unique look to a site. Grass simply looks better than asphalt and decorative gravel has been used for centuries in landscaping. Spare constraints can be dealt with by combining the beauty of grass or gravel with the utility of paving. Trees and outer vegetation not only survive, they thrive with Crasspave2 and Gravelpave2. Porous paving has the ability to deliver water, oxygen and carbon dioxide through the cross sec- tion —all essential to root survival. Concrete and asphalt suffo- cate and starve the root zonts of water and air. With Grasspave2 and Gravelpave2, you can now design in as many trees and plants as your site will allow. Grasspave2 and Gravelpave2 prevent com- paction while allowing for ample amounts of water and air. Cars can then drive and park below tree canopies. Saving existing, mature trees is also possible with our products --our structures can come within inches of the mature tree trunk without damage. Our mats have the ability to flex with the tree root growth that would otherwise damage and crack hard surfaces. DviraymnuBaneft Grasspave2 and Gravelpave2 not only protect the environment, they entrance it. All of our products are made from 100 percent recycled plastic —plastic that goes into improving the environ- ment and not into a landfill. Through biurernediation, porous pavers have the ability to clean pollutants (heavy metals, 96--99 percent; suspended solids, 95 percent; phosphorous, 85 percent; nitrogen, 82 percent, hydrocarbons, up to 100 percent) out of storrnwater. Our products also reduce erosion and soil migration, reduce site disturbance, and contribute to airborne dust capture and retention. Cooling the atmosphere and reducing the `urban ]teat island effect' (cities being up to 10 degrees hatter than undeveloped land) are added benefits of Grasspave2 and Gravelpave2. Both products can mitigate these increased temperatures. In addition, Grasspavez promotes the conversion of carbon dioxide (green- house gas) into oxygen and has an "air-conditioning effect." Environmental, economic, and aesthetic enhancements are drawing homeowners and designers to use Grasspavez and Gravelpave2 in driveways. Most residential driveways are good candidates for our porous duo because of the reduced speed and limited frequency of traffic. Our products can add beauty to residential and commercial driveways, F�MVLW Parking for churches and synagogues, stadiums, arenas, and overflow at shopping centers, campuses, parks and more are ideal for Grasspave2 and Gravelpave2. These sites generally support large numbers of vehicles but only on periodic basis. Storrawater management and green space can be combined with parking, reducing maintenance, real estate, and development costs. A great design idea is combining durable Gravelpave2 drive aisles with attractive Grasspave2 parking bays. PadeMiw,i vwTrails and 84deifs Garden paths, greenhouse aisles, sidewalks, park paths, and wilderness trails paved with Crasspave2/Gravelpave2 provide a stable surf -ace for strollers, bicycles, wheelchairs, and horses. There are no puddles or mud and traction is very good. `free roots break up hard surface sidewalks, but our- mats flex to accommodate such shifts and gradient changes. Pius, with the high proportion of air, Mots are discouraged from moving upward. Mountain Bikers will not be able to Lear up paths reinforced ti'ith Gras5pave2/Gravelpave2. Our products call resist the destructive forces of mountain hikes, allowing your trails tohe rtt�peried,� to bikes. Fife I.m 6y far. (tie most common application for Grasspave2 and Gravelpave2 installations is for fire lames. Out• long and established history of providing safe, well - constructed fire lanes began itt 1982 with our first installa- lion in Snowmass, Colorado, near Aspen Ski Resort. Since then. we have firmly established credibility for this application. Tests have i' been conducted by several fire departments if', Aurora. Colorado and Irvine. t. California, dearly every major U.S. metropolitan area has accepted and used Grasspavez in a fire a: lane. You will most likely find a fire lane installation � s in your area.E�i`sa. �rx�e,�KH�yy asgeva2 Installation —Mits can be rolled aA in minutes! 600 ant (6,000 s� per two -person hour! ,For steps shown below-100 m2 (1,080 Sf per two -person hour€ +tOdwwfflvftM y�rr�aP�r-Asorr�ty� This foslalla lion section is only intended as apt overviety. please review our Grasspave2 Technical Specifications available ai rvwOnvisiblestractares com or call 800-233-1510) for comprebensive inslalla tion instructions. Excavate a space for the base course as determined by site soils and leading requirements. Place and compact sandy gravel which should be a mixture of clean sharp sand and gravel varying in size but not exceeding 314 of an Inch, To check porosity, use a hose to see that water flaws into the base and drains away. Add subsurface drainage as necessary to low spots or locations with poor draining soils, Install irrigation lines and sprinkler heads if necessary, Apply the Hydrogrow mixture that is included tree with your order. Hydrogrov4 is a mix tore of polymer and fertilizer designed especially for our `` Grasspave� system. Roil out Grasspave2, aligning the side hole fasteners over the side pegs. The warmth of the sun will relax the plastic so ii lays flat. Cut the grid between rings using pruning shears. Incorporate the cut pieces in other areas, as needed, keeping the distance between the rings uniform. Fill rings with clean sharp concrete sand (AA5HTO lull} or ASTM C-33) using large rakes and brooms so that the tops of the rings show when done. Lay turf over the rings. On warm days, wet the sand first to loner sand temperature and provide moisture for grass roots, Seeding and hydrornulching is also an accepted vegetating method at this stage. Repeated hydromulchinglseeding may be Necessary. Itoli sod with heavy roller to eliminate air pockets and make sure roots are in contact with the sand fill- Water lawn as usual according to climatic requirements. Whether the area has beets seeded or sodded, wait to drive on grass until two mowings have been completed, by which time the root system will be established and the sod pieces lacked into place. In an emergency such as the need for fire truck access, grass may be driven on immediately after installations. Use a regular lawn mower for maintenance. There should be no paver parts protruding through the surface that would 1, damage mowers. Do not aerate! Fs�tf�d'rpHdi nWW09. Rxr�xgr�erua?h rmtkrorfiatp�e rur�arax-Gntslx�. You grill need l" of gravel fill, compacted. Be careful to order enough for the compaction process and choose a gravel size that will nest well into the sings. We have found that'/,G" minus crushed stone and sometime GIs" with limited small sharp screenings (#40 to PIDU screen) works well. Washed gravel will roll within the rings and will also'rall about." For this reason, we do not recommend pea gravel, even though it is often very attractive. A visit to your local quarry is suggested. We have found that some geological areas of the united States have limited types of sharp gravel available. It has been necessary to impart gravel from a neighboring state. but remember the amounts are relatively small — the top one -and -a -quarter inch of the cross sec- tion. Gravel should be as free of fines as possible. To maintain porosity, avoid soft stone materials with low durability that will break easily. rFill Mfti&€ Please ask our staff for assistance with this category since it is use -specific and often experi- menta]. Ground rubber, crushed glass, crushed brick, and many other materials can be useful as attractive fill materials for various applications. Thermoset (epoxy, polyurethane, etc.) binders may be cost prohibitive for most projects, but offer unique design possibilities, including clarity, color enhancement (wet look), flexibility, and durability. Our technical support staff will] assist with selection of gravel sources. The photographic samples shown on this page will help you narrow your gravel choices. Should you have questions concerning the selection, please submit a small sar or Tf ?his iffs£allation section is only intended as an overview. Please xeview our Gravelpavc2 Technical Specifications (available at WWW.ln visiblestructu)-es com or call 800-233-1510) for cQfnprehef£sive installation instructions. Prepare sandy gravel base course to a depot as determined by a soils engineer. Compact with a vibrating plate compactor or use a heavy motorized roller for large jabs. To test porosity, water with a hose and check to see that water drains readily through the base course before installing the Gravelpave2 mats. Roll out mats with the grain (in the same direction) so that the snap fit fasteners can be used with neighboring mats. To fit around boxes and curbs, cut the grid between the rings with pruning shears and scissors or a small portable electric hand saw Fasten the mats together using the snap fit fasteners that are molded into the product inserting the prangs into the rectangular openings. Tuck the fabric underneath the fasteners to keep joints closed. A quarter -inch nut driver head (6 mm) fits nicely over the fastener to compress the pieces together. A piece of lumber placed under the GravelpavO mat will provide stability to aid in fastening. Supplied anchors must be used to secure the mats to the base. Hammer anchors with washers at a rare of one anchor per six rings in bath directions. Use extra anchors around the perimeter of the Gravel ave2 install and in highi, traffic areas. Reciprocating,,`;;' hammers can be used to speed up the r anchoring process. Anchors should be placed inside the rings as close to the center as possNl e. Begin anchoring from one carrier in a radial pattern. Gradually place gravel fill (see suggested sill material on facing page) into rings try using a front-end loader and snaking out the Pill as the machine drives forward. Carefully lower the bucket when empty and back up while dragging it above the rings to smooth out the gravel, finishing with a stiff broom. Wheel barrow and shovel works well for small jabs. Contractor tip —'you can stare excess material for future maintenance, tap dressing as may be necessary. Use rakes andlor push brooms to distribute the gravel fill to a level slightly above rings so that compacting the fill will not uncover the rings. Use a vibrating plate compactor or large driving roller again to compact the gravel fill. Additional gravel may be necessary to finish filling the rings. Compact again until the material appears solid in the rings, Wetting the gravel may help it to interlock. Drive on the installation when finished. If car tires make a pattern, there may be too much gravel or it may need additional compaction. It is expected that tops of the rings may be visible. If sides of the rings show, then add more fill material and repeat the compaction process. 12 wrimigly Gravelpave2 and Gra5spave2 golf cart paths give the look of a natural path through trees, alo7g fairways, and around greens. The flush surface requires no trimming or edging. Traction is excellent with Gravelpave2 and Crasspave2 traction is slightly batter than grass. Grasspave2 and Gravelpave2 can enhance your golf cart staging area, pedestrian traffic area, parking lot, road shoulder, and mainte- nance yard. k"Xbl8DaA�1P Car dealerships have discovered t ass av 2 that Gr e and Grav el ave P P are perfect for automobile dis- play areas. Dealerships now have an option when it comes to adding paved areas for car transport and display. Dealerships like the "soft` attractive look grass and decorative gravel provide. lltilityandKUntgw=lbhde Providing your site with impor- tant utilitarian functions with- out compromising beauty is simple. Grasspave2 and Gravelpavez can incorporate a structural road without inter- rupting your landscaping. No obtrusive concrete or asphalt access roads are necessary to get to window washing areas, pump stations, microwave tow- ers, tanks, or electrical boxes. Mqteia� Our mats are installed in some unique and interesting places: Helicopter landing pads, race czar display areas, outdoor amphithe- ater seating, under picnic tables, under concrete pavers (support), airplane display and transport, cemetery marker reinforcement, cave drip lines and more. Installations are not limited to traditional paved areas. larwluls Our patented systems have a shipping, handling and installation advantage as well —large rolls. Our standard roll size (model 2020) covers 431 sq. ft. (40 m2) and weighs 192 pounds (87 kg). Other roll sizes are available. installers of our products have repeatedly commented that they Lab Compression Test Results Load bearing capacity of filled Grasspave2/Gravelpave2 rings vs. concrete, and vehicle loading examples �S»r,u j.. .............. �l:Y.v.'ACi•Y7%�Nr9Et• f _•' %r. :r 1 1 � -=r 3 5 M _ 1 i` 8L Runoff Comparison Chart Runoff coefficients, Grasspave2lGravelpave2 and 10490 sandy gravel base over various soil types 90% Apak 80% 60% 50% 40% 30% 20% 10% 0% f�i �aars3rd 1 2 3 4 5 6 7 8 9 1€1 11 12 Inches of Rain During 24 Hours Ca]rulatrans 1uduae Gp2%Vplaced m•o: $ of over nal4vesssUs ir�diraiea. Bing"Gidammm Grasspave2 is by most accounts the best flexible grass paver made today. Its unique ring and grid structure allow for flexibility, stability, and exceptional grass growth. With 92 percent void space for healthy roots and 100 percent grass coverage, Grasspave2 is the industry's preeminent choice. Our installations are hard to (rind because they are invisible! With so little plastic near the crown of the grass. the blades of grass are not smashed by prod- uct. Root development is not interrupted from spreading laterally. The rings are strong and rigid, keeping grass root systems pro- tected from harm. The roots grow directly downward, deep into the sandy gravel base course. enjoy the easy installation. Rolling out Grasspave2 is similar to rolling out carpeting and coverage is fast and effi- cient. The mat system can be easily cut to fit around trees, irrigation, curbing, or other ra' ter tn. The rolls have snap -fit o e sn tt p connectors to attach to adjacent rolls, making one unified, con- tiguous system. This unified gnat System adds stability and continuity in design. Grasspave2 can just as easily he snapped to Gravelpave2 to add stability and product variation. Another reason Grasspave2 is the industry leader is the additions of Hydrogrow soil amendment, which is supplied with your order. Hydrogrow is engineered to help grass grow in our sand based rout zone. The results are amazing and our Grasspave2 areas often look healthier than surrounding turf. By using this special mix- ture in the sand, porosity will be maintained, turf will he attractive, and aeration will not be necessary. Sa dFill Grasspave2 is the only grass paver on the market specifying sand as part of its crass section - Sand is the best medium to pro- vide water and air to the roots and still provide high compres- sive strength, The United States Golf Association uses sand for every USGA golf course and nearly every professional and colle- giate turf athletic field uses a sand cross section as well. 'ropsoil (or other organics fill material) in the rings will eventually compact and damage the root zone. Sand negates the need for mechanical aeration, which can damage Grasspavc2 and other grass pavers. %MAW= lr6WM When installed over a thick Rase course and compacted to 95 percent modified Proctor, sand -filled rings can support 5,700 pounds per square Inch (psi) without deflection or compromise to safety. The cylinder is the strongest shape to support. compressive loads because it has no corners. Supporting heavy loads with the rings allows us to use less plastic in the product creating a 92 percent void area for roost development. combined with strength! Less plastic meats a lower cost for you. 14 Trdffr oy Crass as a surface material can withstand from two to six (varies with grass species and environmental conditions) trips daily over the same spot. This Suggests that most parking applications we pave with asphalt today could be paved with Grasspave2 instead. Vehicles can remain parked on grass for extended periods of tarns, provided some relief can.be giYen for a few days for the grass to recover, 04M Grasspave2 has a projected lifespan of 60 years. Compared to asphalt with a Iifespan of 15 years, and concrete with a lifespar) of 25 years, Grasspave2 will save you money on replacement costs. Grass needs water and you may need to have irrigation installed. Grasspave2 has a sand based root zone which usually requites slightly more water than a normal topsoil or organic root zone. if golf courses in your area use irrigation systems. you probably should in your Grassapave2 installation. 1=&i,, lying aw L3-id When we developed Gravelpave2 in 1993, our goal was to provide designers a second option for a porous pavement that can tolerate high frequency and low -speed traffic. By molding our ring and grid structure onto a nary woven polyester filter fabric, we were able to create a new product that contains gravel and prevents particle migration and rutting. Should the fasteners of one mat not align over the distance of another mat, then anchor pins (or eight inch ring shank mails and large washers) can be used to secure the mats along the seam. Forcing the alignment can cause the coats to ripple and not lay dawn evenly. TraftFmwency Gravelpave2 has no limits on frequency or duration of traffic on the system- Park or drive as often as you like on Gravelpave2. However, speeds should be kept at or below about 24 mph (30 krolh). :.:.. :r a s,:, DiraWlity Grasspavez and Gravelpave2 are .. made from flexible High Density Polyethylene (I-IDPE) plastic with UV inhibitors, which withstands repeated 'r....... � i::.!freeze-thaw cycles and continuous subzero tem- peratures without crack- ; •:. T4�; _;�� . ing. HDPE resists aggres- sive chemicals such as road salts, motor oils and fuels. HDPE is highly abrasion -resistant and is unaffected by extremes in pl-i. A well - maintained Gravelpave2 installation will last 25 years in most climates. i 1 Model m ft to ft in ft m? fat kg ibs .1010.: i 3.3 10 32.8 ': 1i.5 ` .1.7 10 108 22 48 1020 t 3.3 20 65-6 0.& 2.7 20 215 44 96 .1520 €,5 4,9 20 .65.6 0.8 23 :30 .323 65 144:. 2020 2 6.6 20 0.6 0.8 2-7 40 430 87 192 t2IM i5 8.2 20 65.6 0.8 2.7:503tLfl9 24R (2popeadvi5d). Rolls applyto Grasspve- Grwelpave�, Drainroret i GravelpavO is the only system specifically designed for aggregate containment porous paving, The cylinders displace the load onto an engineered base course and hold the decorative gravel in place. The fabric keeps the top -dress gravel from compacting into the road base, acts as a weed and vegetation barrier, and suppresses dust. Traditional pavements, including gravel roads, are designed to shed water and keep it away from the pavement's cross-section, Gravelpave2 is designed to do the opposite ---welcoming water clown through the system. Plus, Gravelpave2 will not rut, wash- board, or puddle like traditional gravel roads. SrWaPalerm Designed into Gravelpave2 is a scrap -fit fastener, a two -pronged arrow that fits into a rectangular slat. Simply push the slot over the prangs to easily snap together panels of Crasspave2. To take therrl apart, just squeeze the prongs together and lift off the slot. Palhatis Part of what draws many designers to use Gravelpave2 is the ability to have an area maintain a natural look. Many times native soils or gravel can he used as fill material, comple- menting surrounding areas. Gravelpave2 is available in four standard colors —black, tar, gray, and terra Gotta (custorn colors are available at addition - a) cost). Ring colors are intend- ed to blend with the gravel color so they will be less visible should some portion of the rings show. A small amount of excess stone rill should be left above the top of the rings to provide visu- al cover and additional UV protection. This excess will migrate, but usually not very far. SUe and Shape R*mrontsfart Fill You will need one and a quarter inch (3.2 cm) of gravel fill, before compaction. After compaction the gravel should he only be slightly higher than the rings ('/8 inch, 3 mm above). The following criteria far gravel fill will make the most of the systems performance; • Hard —resistant to breaking, crushing or crumbling a Sharp and angular (do not use rounded pea gravel) Clean, washed (free of fines) Size'& to -% inch (5 min to 1 cm) Other fill iaterial may be used in certain situations, but may be considered use -specific or experimental. Please consult with our technical support staff regarding fill material not meeting the above criteria or for installations requiring "binders." 76 Dirt and gravel roads have the potential to hick up dust and dirt ..when traversed. Many communities have regulations limiting or .eliminating gravel surfaces from new construction. Rest assured, if you design a Gravelpavez surface you will be getting a virtually dust - free surface, The clean and washed fill material required to till the rings will not have any more dust than an asphalt -paved surface. Gravelpavez's geotextile fabric will prevent the dust sized particles contained within the base material (existing gravel surface or dirt), from being displaced by moving tire or wind forces. Ecrtckhmuges Whether you are an engineer, architect, landscape architect, contractor or homeowner you will be concerned with the cost of you project. Grasspavez and Gravepavez will save you money. Our products will save on design costs, installa- tion costs, component materials, maintenance/operations expenses and liiecycle costs. We can find a way to reduce your site expenses with our porous pavers. When designing, you may be aisle to eliminate or reduce storm - water filters, detention basins, conveyance lines, modifying grading requirements, or many other 'necessities' associated with asphalt or concrete. A great deal of your stormwater mitigation plan can be built into Grasspavez and Gravelpavez, Installers have been astounded by the speed and efficiency for which large areas can be accommodated by our large rolls. Unrolling our mats, snap fitting, and cutting is easy and requires no special rnacWnery. Please view our technical specifications {from v,%kEw.invisiblestructures.coin. call 800-233-1510, or ava0- able through our partner network) for the installation procedure. A brief installation overview is also on pages 8 and 10). �1�rpd� s�r��56n; In addition to cost savings in the design phase, you may be able to eliminate other components during installation such as rout protection for trees, grates, manholes, curbing, and tree and vegetation removal costs. Maintenance and operations costs are significantly reduced over asphalt and concrete surfaces. A. (Andy) E. Lindsey, Director of Grounds Maintenance, university of South Alabama, in his written analysis dated February 18, 1999, compared the cost of our porous systems to asphalt pavement using historical data from university records. The conclusion was a $56,000 savings over 20 years, by using Grasspavez and Gravelpave2. Our products can save you the most As mentioned above, Grasspavez and Gravelpave2 have a longer lifespan than asphalt. Compound the above savings with the longer lifespan, and you can have a lifecycle cost which can save thousand of dollars on even moderately sized installations. Our porous pavers not only have advantages over impervious surfaces, we are proud to compete with any other plastic porous pavers manufactured. Our products are the strongest on the market 5,721 psi installed (39,273 kPa, 823.844 psf or 7,414.416 psy), or 2,100 psi empty. Grasspavez and Gravelpave2 have 55%rr[ Eli'-,�. �' E r• X, 0�..-, fF£ S^Ys�a�tt¢.�E a. 92 percent void space for the best root development and grass coverage (Grasspave2) and the most volume available for desired fill (Gravelpave2). Most other plastic pavers come in rigid unit blocks, which are cumbersome to install and difficult to cut and shape. Grasspave2 and Gravelpave2 rolls are considered the favorite to work with by installers, for the flexibility continuity, and speed of installations. Grasspave2 is the only produc[ on the market specifying sand infill for the grass roots. Sand is recom- mended as the infill of choice for grass pavers by Professor Bruce Y. Ferguson, Univ- of Georgia, author of the book, `Porous Pavements.° (brtng Porous paving technology has made great strides not only in flexible plastic pavers but in other areas as well. Permeable asphalt, permeable con- crete, interlocking unit blocks. rein- forcement mats, and concrete grid pavements, have all improved and advanced to meet the growing demand for environmentally friendly technolo- gies- It is Invisible Structures' firm belief that you should use porous Paving, even if it is not our product line, whenever possible. The more you use these technologies, the better accepted they become: If you have to pave, porous pave! Invisible Structures also contends that while these competing tech- nologies have their place, in most instances, our Grasspave2 and Gravelpave-Z systems outperform, Iasi longer, require less maintenance, look better, and are easier to install. Check with our technical specialists at 800-233-1510 for the latest data. De§p for LbB There is an area in your development, site, or haute that will most likely ben- efit from Grasspave2 and Gravelpave2. We advise that you take a look at prop- er use patterns, site conditions, and other specifications to get full advan- tage and long life out of our products. Invisible Structures, 800.233-1510, is available fQr preliminary design assistance and COP SUN lion. Please Dole [hat other porous paving systems are NQT interchangeable with Crasspave2 or Cravelpave?, consult our technical specifications for fall installation instructions. Fiat: • High use, low speed, and unlimited traffic volume is optimal for Gravelpave2 • Low to moderate use, low speed, with recovery time is perfect for Grasspave2 or Gravelpave2 l:eep the porous paving area free of sediment and erosion from adjacent areas as they can cause drainage and aesthetic issues. Extra care should be taking for use in swales or ]terns. Slope should be considered. Grasspave2 and Gravelpave2 perform the best for all vehicles when the slope is no greater than 8 percent. Light vehicles (golf carts), bicycles, and pedestrian areas can have up to a 20 percent slope. Grasspave2 in fire lanes should not exceed five percent (consult your local fire departrrrents). Check the permeability of existing underlying soils. Percolation rates should be .€ 4 cm to 1.3 can of water per hour (EPA guidelines). The water table should be about three feet (approx. I m) below base course in most instances. Bedrock should not be closer than two feet (G,6 tn) below ,base course. • Avoid use of Grasspave2 and Gravelpave2 in areas inhere high- speed acceleration or braking and turning occur. Examples are entrances and exits to parking lots that connect to higher speed roads, Faukm5ar:A4964GA—I +rra e� fati a� a4MbergU4h1n&R* ? If your site varies from these cnndi- tiorrs, please consult IS] directly. 800-233-1510, as some conditions can be overcome ivith design and component adjustments. Bme (kit Calculating the depth and composition of materials for the base course incor- porates the same design criteria as for other pavements: • Load -bearing capacity of native (or fill) subsoil, • Plasticity or impact of moisture on strength and longevity, a Frostheave potential, and • Traffic load, frequency and/or duration. San*BMGximDapft Please consult with a soils engineer for site -specific base requirements. Generally, the depth that is used under asphalt will be the requirement under Grasspave2/Gravelpave2. Golf carts and pedestrian traffic may require nothing over sandy gravel soils, and just two to four inches of base course (5-10 cm) over very weak soils. Cars usually need a six- to eight -inch base course (15-20 cm). Buses, trucks, and fire engines can easily require eight to 12 inches �20-30 cm) or more. The use of geotextiles, below the base is not required, but will prevent integration with subsoils and is strong- ly advised in areas of clay or silt soils and frost heave. I3o not use 100 percent Limestone base as liniestone will compact and becoDme impervions---Iflimestone F V51 be used, mix with 25-30 percent sand (AASTO M6 or equal), F3etitlir��ulll� Do not use a sand setting base with our products. Unlike concrete pavers, bricks, and other rigid pavers-mir Grasspave2 and Gravelpave2 are flexible and do not require sand to level. EdpftWjon For aesthetic and maintenance considerations, you may want to design in a durable edging material to separate our porous (ravers from adjacent areas of turf or to simply delineate a fire lane or path. With Gravelpave2, an edging can prevent vegetation from encroaching onto the system and can prevent the gravel fill from migrating at the edge. Steel, aluminum, wood, brick, or con- crete are all acceptable edging materials. Keep the edging flush or slightly higher than the porous paver grade. &MWA�2t� Irrigation is required in dry climates. Any popular pop-up system can he used, Simply cut out rings to reveal the irrigation head. If golf courses in your area use irrigation, systems, you probably should in your Grasspave2 installation. Be careful not to over - water as this will encourage shallow root development. Fertilize once a year with an. NPK slow -release fertilizer that contains trace elements. There are many brands on the market, Do not aerate! You'll end up with product damage, When installed using sand in the rings, there will not be a compaction problem. Be careful not to use clay -based suds in pedestrian or vehicular traffic areas —use sandy soil sod, or seed and mulch. There seems to be no problem with sod selection for fire lanes. if the Grasspave2 area has just been seeded or sodded, drive on it only in an emergency, Potholes will only appear if the base course has not been compacted properly before laying the rings or if the base material is allowed to mix into clay soils below (use nonwoven fabric to keep separate). Should this occur, remove a section by vacuuming the gravel from the rings, unfasten the snap fit fastener, bring the base course to the proper grade and compaction, put the Gravelpave2 square back in place, anchor, and fill to the top of the rings. Seasonally check the rings in high -traffic areas and entrance lanes for lower levels of fill and replace by sweeping gravel from other areas to bring it level again, Leaves should be raked or vacuumed and not allowed to decay. Organic matter will stimulate weed growth and reduce porosity. To attack any occa- sional weeds that may locate within the Gravelpave2 installation, simply spray them with a weed k0ler (such as Roundup'`) and remove them when dead. "MygecMOM Porous pavement thaws faster than conventional pavements because it allows melted water to #love directly through the pavement, increasing the temperature in the cross-section_ Grasspave2 and Gravelpave2 are made from flexible high Density Polyethylene (HDPE) plastic with UV inhibitors, which withstands repeated freeze -thaw cycles and continuous s0zero temperatures without cracking. Fire departments usually require you to plow snow that is over three " inches deep. (7.5 cm). Consult with your local fire department for their guidelines. Educaw your snow removal crew to take care not to have the plow blade make contact with the Grasspavez or GravelpavO systems. Experienced snowplow drivers can leave a thin layer of snow on the systems or they can attach skids C14 inch-2 cm) to the bottom of the blades. Invisible Structures, Inc. welcomes the opportunity to review designs and answer technical questions. Design details, technical specifica- tions, white papers, and other support material may be downloaded from our web site. See a comprehensive list of project profiles and case studies at www.invisiblestructures.com. In additions to the high -quality, professional, experienced staff at our main headquarters in Colorado, we have excellent partners represent- ing their geographical areas. They are prepared to assist you locally, at all levels, with your project needs. Please contact us or check our web site for your partner name and information. amwifftTyEfim Invisible S tru ct u r es, I nc. 160D Jackson St. Suite 310 . Golden, Colorado 80401, USA 800.233-1510 overseas and locally 303-233-8383 Fax 800-233-1522 overseas and locally 303-233-8282 www.invisihlestructures.com email: sales@invisiblestructures.com Grasspave2 and GravelpavO Patent No. 5,250,340 Held by William Bohmhoff, ASLA. Copyright 0 2006 &2quesid &M*Me.'hua% swamXDrMpff .._ . 5ffitnu�a�taa�f ►�ts7Q�cA 24 Comr fflme Ruth t32o'rffaktv &aML0M-gMP6 'w!R' *aw ftignDam ,�fi'��kYl�l�ste arvzwtwxsckVkrm- a �—fr¢�drtlx� #� ter A�f�OP"lil�—r7�r qdd Uri; mAn aridojabilm bm➢ %%ab4aidmm oft Wffence Cu1a Description Connectable .ring and grid system Connectable ring, ,grid, and integrated fabric Also Included...... :.. 13ydrpgro..w.polymex. exctu Ivelylar. Geo;exti1.e.fabric.i6lde0.;ogrid..iex�l�siire.t4... Grasspavez �. GrauelgaYe�j and a;tzchors Available in.Large, Flexible Rolls. Yes, various sizes -see roll chart page 14 Yes, various sizes ---•see ro)l chart page. 14 Colors Black::.:' .. .:.... $lads, gray,:tan,.terxa ca;ta. eus[oin colors, ea ira. Components Needed for System Base course, sand, labor, sod or seed Base course, 11/4" (3.2cm) 9f Yle" to 1/8' (irrlgatlon is recommended) decorative gravel, and labor Traffic Low.speed, intermiTtent tq rnoderate.use...::.... Love:speed, unlimited use Compressive System Strength Filled: 5,721 psi (39.273 kPa); Filled: to 5,721 psi (39.273 kPa) Empty: 2,I00 psi (14,470 kPa) Empty: 2,100 psi..(14,470 kP.a) Life Span 64 years . 25 years ...:...::... .. Recommended Maximum Slope 5% fire lanes, 9% carAight truck, 15.20% golf 5% fire lanes. 8% car/light truck. 15-20% gulf carts,.pedestnan use, and trails carts, pedestrian use, and trans Storrawater storage Yes ::..... Yes Clean. Pollutants through Bioremediation Excellent Good Air -Conditioning Effect Yes No -feat Island Mltigatlon Yes --thermal conductivity, heat storage capat4y. Yes -thermal conductivity, heat storage capacity, density,aibedo (.40).and emissivity density, al]bedo (varies) and emissivity Reduces Runoff -and Non -Paint Source Poilsstlan Yas Yes Recycled Content 100% recycled HDPE plastic 100% recycled HDI L, plastic, remnant fabric Erosion Control Yes Yes Airborne Dust Capture and Retention Excellent Gard Promotes and Retains Tree Growth Yes Yes Recharges Groundwater Yes Yes 1600 Jackson St., Suite 310, Golden, CD 80401, USA 800-233-1510 • Fax: 800-Z33-1522 Overseas and locally: 303.233.8383 • Fax: 303-233-8282 www.invisiblestructures.£ti111 GravelpaveZatfd Geld by i Patent hn 5,250, LA held 1:y K:lliaar Sohftl�aff, ASLA email; Sales@invisillle5tructures.com Copyright � 20M Riverside County Fire Department Office of the Fire Marshal Riverside Office: 2300 Market St., Ste. 150, Riverside, CA 92501 Ph. (951) 955-4777 Fax (951) 955-4886 Palm Desert Office: 77-933 Las Montanas Rd., # 201 Palm Desert, CA 92211-4131 Ph. (760) 863-8886 Fax (760) 863-7072 DATE APPLICATION FOR ALTERNATE MATERIALS AND METHODS PROJECT NAME PROJECT ADDRESS PERMIT OR APP. NO. OWNER'S NAME OWNER'S ADDRESS PHONE TENANT'S NAME (Ifother than owner) TENANT'S ADDRESS PHONE APPLICANT'S NAME (Not company name) APPLICANT'S ADDRESS PHONE Please Print RELATIONSHIP OF APPLICANT TO PROJECT AND COMPANY NAME FIRE DEPT EMPLOYEE FAMILIAR WITH PROJECT Pursuant to Section 104.9 of the 2016 California Fire Code (CFC), a request is hereby made to the Fire Marshal for an alternate material and method from Section of the , which requires that: I request your acceptance of: (Use attachments if necessary) I believe this proposal complies with the intent of the provisions of the CFC, and that the material, method or work offered is, for the purpose intended, at least the equivalent of that prescribed in the CFC in quality, strength, effectiveness, fire resistance, durability, and safety because: (Use attachments ifnecessary) OWNER, ARCHITECT OR ENGINEER SIGNATURE TITLE DECISION OF THE FIRE MARSHAL ARCHITECT OR ENGINEERS SEAL ❑ Approved ❑ Approved with Stipulations ❑ Denied Stipulations: DATE FIRE MARSHAL or authorized designee 5/16/16 6 %I i 'T*4 ILI no] 160 101 no fr 4 Owl Vol 4 40' 1-, 7 low 77! ....... -Vvqm ROOF ACCESS Montage La Quinta Resort Pendry Hotel Roof Access 55.7598.000 0 4.0 9.2 019 11'-6" TOP OF ROOF 15'-0" TOP OF ROOF 16'-0" TOP OF ROOF O LOBBY WITH ANNUNCIATOR PANEL ELECTRICAL SWITCH GEAR ROOM WITH DISCONNECT 29'-6" TOP OF ROOF O ROOF ACCESS VIA LADDER (TYPICAL BOTH SIDES / WINGS) 30'-2" TOP OF ROOF S ROOF ACCESS VIA STAIR TOWER TYPICAL BOTH SIDES / WINGS (SEE STAIR TOWER DIAGRAMS) ROOF CIRCULATION O FIRE SERVICE ELEVATOR TYPICAL BOTH SIDES / WINGS (SEE STAIR TOWER DIAGRAMS) ,l ll0bElf CGItLLN Gensler 2 C C) M I' A N Y T.O. ROOF: 30'-2" ABV. GRADE y i T.O. PARAPET: 30'-10" / ABV. GRADE T.O. ROOF: 29'-6" 1 --- ABV. GRADE f 1 f ---- - - - - - - ------------------------------ --- FIXED LADDER FROM LEVEL 3 ROOF ACCESS TO ROOF GATE STAIR TOWERS MECH. ROOF WELL i E - STAIR FROM GRADE TO LEVEL 3 I ROOF CIRCULATION Montage La Quinta Resort ]HL Pendry Hotel Roof Access KOBL•I GItELN Gensler 3 55.7598.000 0 4.0 9.2 019 C C> M I, A N Y FIXED LADDER FROM LEVEL 3 TO ROOF ------7-------1 STAIR TOWERS MECH. ROOF WELL ROOF ACCESS GATE STAIR FROM GRADE TO LEVEL 3 + a, r 3 T.O. ROOF: 29'-6" ABV. GRADE' a, T.O. PARAPET: 30'-10" ABV. GRADE T.O. ROOF: 30'-2" ABV. GRADE:"'rr •1,," `. ROOF CIRCULATION a A k Montage La Quinta Resort l,l Pendry Hotel Roof Access KOB L lfG IULN Gensler 4 55.7598.000 0 4.0 9.2 019 C C> M I, A N Y ACCE TO FI FROP ROO STAIR TOWERS ONE FIRE FIGHTING ACCESS ELEVATOR ON EAST & W EST W I N G— �60" WIDE EXTERIOR STAIRTO LEVEL 3 Montage La Quinta Resort ]HL Pendry Hotel Roof Access f C BLI GItELN 5 55.7598.000 0 4.0 9.2 019 C C> �., I• „ N Y Gensler ONE FIRE SERVICE ELEVATOR FROM GROUND LEVEL TO LEVEL 3 (TOP FLOOR) AT EAST & WEST WINGS STAIR CONNECTING GROUND LEVEL TO LEVEL 3 ONE FIRE SERVICE ELEVATOR FROM GROUND LEVEL TO LEVEL 3 (TOP FLOOR) AT EAST & WEST WINGS LEVEL 3 PLAN STAIR TOWERS OPEN TC BELOW ROOF PLAN ROOF CIRCULATION Montage La Quinta Resort ]HL Pendry Hotel Roof Access KOBL•I GItELN Gensler 55.7598.000 04.09.2019 L M I, A N Y As t19 _ fin.• � :1/I:eTie, J�w.hzly� . as �: .