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Home My WebLink About5404-42 _D ES e t- 6" 3 -D-DA C SIE I I L I O1 8"x4"x16" SPLITFACE CAP BLOCK BOTH SIDES, COLOR TO BE 'HARVEST' BY ANGELUS BLOCK, GROUTED SOLID O FINISH GRADE O2 6"x8"x16" SPLITFACE BLOCK (1) SIDE; EQ 14'-6" EQ 2O NATURAL CONC. MOWCURB WITH MED. BROOM FINISH COLOR TO BE 'SANDSTONE' BY AND 1/2 RADIUS, ALL SIDES. ANGELUS BLOCK. I3 COMMUNITY THEME PILASTER 19'-6" WALL NOTES:O (1) #3 REBAR - CONTINUOUS O *6"x8"x16" SPLITFACE BLOCK; LOCATION OF WALL IS PER 4O 1"-1 1/2" LAYER D.G./CRUSHED ROCK * COLOR TO BE 'SANDSTONE' CIVIL ENGINEER'S PLANS 19X"x4"x1912"PRECISION BEVELED CAP BY OVER NATIVE - SEE SHEET L1 FOR SPECIFICATION. Q ANGELUS BLOCK; COLOR TO BE 'HARVEST' INSTALL VITROCEM ANTI-GRAFFITI COATING ON NOTE: CONTRACTOR TO PROVIDE 4" SQ. NATURAL CO 1C. 1 ALL PARK WALLS MOWCURB WITH MED. BROOM FINISH AND 1/2" RADIUS (ALL VERIFY BLOCK COLOR TO SIDES) TO DELINEATE BETWEEN PLANTER REAS D MATCH EXISTING WALLS ALONG DECORATIVE ROCK AREAS DENOTED AS C6 OR U9 SIERRA AVE. REFER TO CIVIL ENGINEER'S PLANS FOR EXACT WALL INFORMATION REFER TO CIVIL ENGINEER'S PLANS FOR O EXACT WALL INFORMATION 1 SECONDARY ENTRY MONUMENT - ELEVATION (FOR REFERENCE ONLY) CONCRETERB CU 3 PERIMETER WALLFOR REFERENCE ONLY) ) O FRACTURED ROCK TO BE HAND STACKED WITH "VERTICAL" APPEARANCE. PACK ROCK 200 PRECISION CAP 200 PRECISION CAP 200 PRECISION CAP TIGHT SO THAT IT BECOMES INTERLOCKED 8X8X18 SPLITFACE BLOCK 8X8X16 SPLITFACE BLOCK 8X8X16 SPLITFACE BLOCK O TOROVIDE FILL IN VOIDS AND TO COVER 6X8X16 PRECISION BLOCK----s,,",6X8X16 PRECISION BLOCK6X8X16 PRECISION BLOCK LOWER GROUT LEVEL O RANDOM EDGE WITH ROCK FACE 1 1 "NO GROUT" ON OUTSIDE EDGE. PRECAST SIGN INSET a z PRECAST SIGN INSET z PRECAST SIGN INSET 2 O COLOR MORTAR BED TO MATCH ROCK. PROVIDE 2-3" LAYER OVER COMPACTED NATIVE TO SEAL AND LOCK IN BOTTOM LAYER OF ROCK. 8X8X18 SPLITFACE BLOCK 8X8X16 SPLITFACE BLOCK BXSX16 SPLITFACE BLOCK ----,,,,,,I 2 3 WATERPROOF AS REQUIRED 2 CONCRETE FOOTING a a N 1 w ' WATERPROOF AS REQUIRED 2 PAD mZ 3 ww 4 a ci .•,• 0! M ;. " •,'�.: a CONCRETE FOOTING a z " W > Z a ra s E K K� U w , ! s r s r K SK e&e reucr r 'sdIN .. •. °u � ': E i E r _.. i [ [t rsr.rN g � s�'sK rxa K r •; a 4 � CONCRETE FOOTING O � O_ r trrE`KKs [i � i E z e prrs��s� : r �'ri E :.'. oss•, t t3 3 r : i .,� MIN. rrg ,= 111111 PER mZ5510 F. O1 84x16SPLITFACE CAP BLOCK BOTH *. a_..,..• „ . rM 'HARVEST' .. SIDES COLO .. � RTO BE HA •. � �� RVEST BY Sl'R. PLANS •, �..: PER W W ;T • .: r� ...' t: �,: ., s .9y , ANGELUS BLOCK, GROUTED SOLID a 3 CIVIL IL O2 6x8 x16 SPLITFACE BLOCK (1) SIDE; ENG. a COLOR TO BE 'SANDSTONE' BY ANGELUS BLOCK. STR. PLANS STR PLANS 4 PER P 3 WATERPROOFING AS REQUIRED WALL NOTES: O LOCATION OF WALL IS PER MONUMENT WALL MONUMENT WALL MONUMENT O CONCRETE FOOTING PER CIVIL ENG. CIVIL ENGINEER'S PLANS WALL INSTALL VITROCEM ANTI -GRAFFITI COATING ON TYPICAL CONDITION EXCHANGE CLUB LANE @ LOT 10 EXCHANGE CLUB LANE@ LOT 11 ALL PARK WALLS SAN DOVAL LANE @ LOT 75 SAN DOVAL LANE @ LOT 1 REFER TO CIVIL ENGINEER'S PLANS FOR EXACT WALL INFORMATION REFER TO CIVIL ENGINEER'S PLANS FOR EXACT WALL INFORMATION 4 SECONDARY ENTRY MONUMENT -SECTIONSFOR REFERENCE ONLY) ) 5 FRACTURED ROCK 6 RETAINING WALL (FOR REFERENCE ONLY) CONSTRUCTION SCHEDULE CONSTRUCTION NOTES MASONRY NOTES LIGHTING NOTES I) Street Light - Per C.E. Plans 1. Contractor to verify site conditions prior to beginning construction. Discrepancies shall be brought to 1. All masonry blocks, bricks, veneer, etc. as well as other products and equipment shall be 1. Light fixtures as on pans are approximate tindicated these with final locations to be verified by landscape contractor on site. \� P the attention of the owners representative. installed per manufacturer's specifications and per industry standards. 2. Contractor shall install hand pull boxes at required intervals and change of direction per local codes Fire Hydrant -Per C.E. Plans P q g 2. See grading plans for vertical control. 2. Concrete shall be machine mixed. Proportions to be 1:2 1/2: 3 1/2 by volume using a maximum of 7 gallons of water 3. Contractor shall verify quantities per plan. 3. Contractor shall be responsible for making himself familiar with all underground utilities, pipes and per sack of cement, unless approved otherwise. Concrete shall have a minimum ultimate compressive strength of Catch Basin per C.E. Plans structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement 4. Contractor shall install ground fault interrupters as required per local code. (In all cases where lights are to be installed within 10' of water g2000 PSI minimum at 28 days, unless otherwise approved. Portland cement shall be g } Y � PP type V from tested stock per ASTM C-150, 4 Accessible curb depression -Per C.E. Plans of said utilities. unless otherwise approved. 5. All work shall be in accordance with local code and detailed specifications on this sheet. Any work not meeting the approval of the owner or Landscape Architect 4. Contractor shall not willfully proceed with construction as designed when it is obvious that unknown shall be corrected at the contractor's expense with acceptable work. 3. Concrete masonry units for hollow unit masonry construction, shall be grade "N" units conforming to the 6. Contractor to supply proper lam arrow or wide angle) to spotlights ass ecified. obstructions and/or grade differences exist that may not have been known during design. Such pp y p p p (Np 5 Concrete curb -See Detail 2, Sheet L3. conditions shall be immediately brought to the attention of the Landscape Architect. The Contractor requirements of ASTM C-90. The ultimate compressive strength of the masonry wall, grouted solid, shall be shall assume full responsibility for all revisions due to a failure to give such notification. a minimum of fm --1500 PSI, 7. Fixtures shall be connected to an appropriate photo cell to operate lights during night hours or as desired by CFD. Install a single layer of 12" to 18" 'Desert Gold' hand -packed fractured rock, grouted over native. 8. The electrician is to provide all necessary plans, specifications and documents, etc. (If not provided within the package or by the owner's Electrical Engineer) �../ 5. Contractor shall be responsible for any coordinating with other sub -contractors as required to 4. Mortar shall be freshly prepared and uniformly mixed of 1 part Portland cement, 1/2 maximum to 1/4 minimum � ) Rock available from Southwest Boulder &Stone (760) 342-5522. Install per Fractured Rock and obtain all required approvals and permits. accomplish construction operations. parts lime putty or hydrated lime and 2 1!2 to 3 parts clean washed sand. Mortar to be type "S" with lime a minimum 9. All products and equipment are to be installed per manufacturer's specifications and per industry standards. detail on sheet L-3. Rock and installation shall match existing Siena Avenue streetscape between 6. Concrete surfaces shall be formed with long,smooth p Terra Vista and Duncan Canyon Road. gradients to reduce dips, abrupt changes and ultimate compressive strength of 2000 PSI at 28 days. P �' sharp transitions. 7. All curvilinear walks, curbs, headerboards and walls shall have a continuous smooth curve where 5. Grout wall solid unless otherwise noted. Grout shall be proportioned by volume and shall have sufficient water (7) 'Palm Spring Gold' landscape boulders from Southwest Boulder & Stone (760) 342-5522 Install �.-...// applicable. All forms must be inspected and approved prior to beginning that phase of the work. added to produce consistency for pouring without segregation. Fine grout in spaces 2" or less, shall be composed of part per boulder installation detail on sheet L-3. Numbers indicate boulder size cubed (ie. (3) = Portland cement, to which may be added not more then 1/10 art hydrated lime or lime u Y p y putty and 2 1/4 to 3 parts sand. 3x3x3=27 cubic feet). Rock and installation shall match existing Sierra Avenue streetscape 8. All concrete ix and a i 3 w minimum thickness and located d shown, Concrete will be For course grout add 1 to 2 parts pea gravel to fine grout. Grout shall attain a minimum ultimate compressive strength between Terra Vista and Duncan Canyon Road. of a 5 sack mix and maximum water/cement ratio shall be in accordance with ACI 301 and of 2000 PSI at 28 days. ACI 318. Maximum slump shall not exceed 4 inches for normal weight concrete if consolidation Install a 1" - 1 1/2" layer of'Desert Gold' 3/8" fractured rock over smooth finish grade as is by � of 2500 PSI m 28 da strength vibration. A slump not exceeding 5 inches is permitted if consolidation is by other means. 6. Reinforcing steel shall conform to ASTM A-615 grade 40 for #4 Rebars and less, grade 60 for #5 Rebars and greater, mulch bark substitute after all planting. Submit sample to Landscape Architect for approval prior o trete shall have a compressiveunless otherwise noted. days. Uses of admixture to installation. Available from Southwest Boulder &Stone (760) 342-5522. Rock and installation shall be approved prior to construction and shall be in accordance with the ACI 301. Concrete 7, All continuous bars or dowels shall lap a minimum 40 bar diameters in concrete and masonry, unless otherwise noted. that has been pretempered by water or cement after concrete has partially hardened, is not shall match existing Sierra Avenue streetscape between Terra Vista and Duncan Canyon Road. acceptable. Concrete shall never be covered with sheeting of any kind. Periodic tests of compressive 8. Excavate for foundations to the depths shown on the drawings included undisturbed soil or compacted earth, 12" strength of concrete shall be made in accordance with ACI 301 to verify that it meets design minimum unless otherwise noted. y) Install a 1 "-1 1/2" layer of 'Apache Brown' 3/4" to 1" fractured rock over smooth finish grade as requirements. Concrete shall be poured continuously, where possible and thoroughly consolidated 9. Contact Landscape Architect if site �J p e conditions are not as shown. mulch/bark substitute after all planting. Submit sample to Landscape Architect for approval prior by mechanical vibration or other methods in accordance with ACI 301. All finishing shall be in to installation. Available from Southwest Boulder & Stone (760) 342-5522. Rock and installation accordance with ACI 301. 10. For RETAINING WALLS do not backfill wall sooner than 7 days or prior to reaching strength required in shall match existing Sierra Avenue streetscape between Terra Vista and Duncan Canyon Road. items 3, 4, 5 and 6 above. 9. All walks shall be 3 1/2" thick concrete with a medium broom finish. Install expansion joints at 10 11, For RETAINING WALLS do not backfill with heavy equipment closer than the vertical height of the proposed wall. .. comers; .. or as sown opans and idi n accordance with all local codes. Vehicular Sight Line 12' ocand at coscorelines at 6' ochof 12. Design equivalent fluid pressure is from soils report or requested by Owner and is not the responsibility of this 10. Contractor shall coordinate irrigation and lighting sleeve locations under paved areas as required. Landscape Architect. 11 Electrical Transformer/Vault Location -Per Electrical Engineers Plans. Refer to appropriate plans. li all h iaapplicable codes and ordinances (Uniform Building Code}. f ll hconform with ti t n Masonry construction shall 11. If in the field, scaled dimensions conflict with stated grades, and/or elevations, the design elevation 13. CITY O F F O N T A N A 12 Electrical Vault Location - Per Electrical Engineers Plans. shall take precedence. 14. When retaining, walls shall receive the following waterproofing seal: Coat backside of wall in contact with earth Canderground Service Alert 12. Prior to placing concrete, the Contractor shall sufficiently moisten the subgrade and provide subgrade using "Thoroseal" foundation coating (or approved equal). Apply per manufacturer's specifications. LANDSCAPE PLANS 13 Retaining Wall per C.E. Plans preparation per the soils report. @ at least 2 days MASN Irfe SIERRA AVE. STA. 152 + 53.37 TO 166 + 50.00 s� See detail 6, Sheet L3 13. Verify with the project Soil and/or Structural Engineer for the need for steel reinforcing, base material, SA SEGOVIA LN. STA. 10 + 50.00 TO 18 + 61.48 AS SHOWN `, before you dig etc. for all hardscape paving, wall footings, eta rrtl°'r1iBy, CONSTRUCTION DETAILS DATE, NOTES & LEGEND Know wnat's below. 14. For masonry construction notes, if any, refer to separate list of requirements within this ss 4 Cal before you dig. NOTE: Areas denoted by a 'PA' on the construction plan indicate planter areas. package. �s �O � nArID VVG NW SS Cm EriMM RZZ MM Ems, nM,E 5404 16 J I T e J C A P IE S Landscape Architecture and Planning 3190 B2 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA -#2782 (949) 644-9370 (714) 210-3140 FAX F REVISION Rev. Per Civil Eng. 12-17-15 0 00 o � o + + 0000� W 0 ou�H�o�z 0 �M>oo o. M�o"o + W + H M -q kn Cn U V 1 ' • • • :. PRECAST SIGN INSET INTO WALL.1 *04 v \W N PERIMETER PILASTER PERIMETER WALL W/ TO BE NATURAL CONCRETE WITH Cb Q (TYP.) MONUMENT LIGHT SANDBLAST FINISH. SEE DETAIL r- r� 2E, SHEET L-4 FOR MORE SIGN INFO. % I 3 SECTION-iui �. ; V00 SEE DETAIL 4, SHEET L3 : • ::•:: :. 16". ' O • • ,� 2 _D ES e t- 6" 3 -D-DA C SIE I I L I O1 8"x4"x16" SPLITFACE CAP BLOCK BOTH SIDES, COLOR TO BE 'HARVEST' BY ANGELUS BLOCK, GROUTED SOLID O FINISH GRADE O2 6"x8"x16" SPLITFACE BLOCK (1) SIDE; EQ 14'-6" EQ 2O NATURAL CONC. MOWCURB WITH MED. BROOM FINISH COLOR TO BE 'SANDSTONE' BY AND 1/2 RADIUS, ALL SIDES. ANGELUS BLOCK. I3 COMMUNITY THEME PILASTER 19'-6" WALL NOTES:O (1) #3 REBAR - CONTINUOUS O *6"x8"x16" SPLITFACE BLOCK; LOCATION OF WALL IS PER 4O 1"-1 1/2" LAYER D.G./CRUSHED ROCK * COLOR TO BE 'SANDSTONE' CIVIL ENGINEER'S PLANS 19X"x4"x1912"PRECISION BEVELED CAP BY OVER NATIVE - SEE SHEET L1 FOR SPECIFICATION. Q ANGELUS BLOCK; COLOR TO BE 'HARVEST' INSTALL VITROCEM ANTI-GRAFFITI COATING ON NOTE: CONTRACTOR TO PROVIDE 4" SQ. NATURAL CO 1C. 1 ALL PARK WALLS MOWCURB WITH MED. BROOM FINISH AND 1/2" RADIUS (ALL VERIFY BLOCK COLOR TO SIDES) TO DELINEATE BETWEEN PLANTER REAS D MATCH EXISTING WALLS ALONG DECORATIVE ROCK AREAS DENOTED AS C6 OR U9 SIERRA AVE. REFER TO CIVIL ENGINEER'S PLANS FOR EXACT WALL INFORMATION REFER TO CIVIL ENGINEER'S PLANS FOR O EXACT WALL INFORMATION 1 SECONDARY ENTRY MONUMENT - ELEVATION (FOR REFERENCE ONLY) CONCRETERB CU 3 PERIMETER WALLFOR REFERENCE ONLY) ) O FRACTURED ROCK TO BE HAND STACKED WITH "VERTICAL" APPEARANCE. PACK ROCK 200 PRECISION CAP 200 PRECISION CAP 200 PRECISION CAP TIGHT SO THAT IT BECOMES INTERLOCKED 8X8X18 SPLITFACE BLOCK 8X8X16 SPLITFACE BLOCK 8X8X16 SPLITFACE BLOCK O TOROVIDE FILL IN VOIDS AND TO COVER 6X8X16 PRECISION BLOCK----s,,",6X8X16 PRECISION BLOCK6X8X16 PRECISION BLOCK LOWER GROUT LEVEL O RANDOM EDGE WITH ROCK FACE 1 1 "NO GROUT" ON OUTSIDE EDGE. PRECAST SIGN INSET a z PRECAST SIGN INSET z PRECAST SIGN INSET 2 O COLOR MORTAR BED TO MATCH ROCK. PROVIDE 2-3" LAYER OVER COMPACTED NATIVE TO SEAL AND LOCK IN BOTTOM LAYER OF ROCK. 8X8X18 SPLITFACE BLOCK 8X8X16 SPLITFACE BLOCK BXSX16 SPLITFACE BLOCK ----,,,,,,I 2 3 WATERPROOF AS REQUIRED 2 CONCRETE FOOTING a a N 1 w ' WATERPROOF AS REQUIRED 2 PAD mZ 3 ww 4 a ci .•,• 0! M ;. " •,'�.: a CONCRETE FOOTING a z " W > Z a ra s E K K� U w , ! s r s r K SK e&e reucr r 'sdIN .. •. °u � ': E i E r _.. i [ [t rsr.rN g � s�'sK rxa K r •; a 4 � CONCRETE FOOTING O � O_ r trrE`KKs [i � i E z e prrs��s� : r �'ri E :.'. oss•, t t3 3 r : i .,� MIN. rrg ,= 111111 PER mZ5510 F. O1 84x16SPLITFACE CAP BLOCK BOTH *. a_..,..• „ . rM 'HARVEST' .. SIDES COLO .. � RTO BE HA •. � �� RVEST BY Sl'R. PLANS •, �..: PER W W ;T • .: r� ...' t: �,: ., s .9y , ANGELUS BLOCK, GROUTED SOLID a 3 CIVIL IL O2 6x8 x16 SPLITFACE BLOCK (1) SIDE; ENG. a COLOR TO BE 'SANDSTONE' BY ANGELUS BLOCK. STR. PLANS STR PLANS 4 PER P 3 WATERPROOFING AS REQUIRED WALL NOTES: O LOCATION OF WALL IS PER MONUMENT WALL MONUMENT WALL MONUMENT O CONCRETE FOOTING PER CIVIL ENG. CIVIL ENGINEER'S PLANS WALL INSTALL VITROCEM ANTI -GRAFFITI COATING ON TYPICAL CONDITION EXCHANGE CLUB LANE @ LOT 10 EXCHANGE CLUB LANE@ LOT 11 ALL PARK WALLS SAN DOVAL LANE @ LOT 75 SAN DOVAL LANE @ LOT 1 REFER TO CIVIL ENGINEER'S PLANS FOR EXACT WALL INFORMATION REFER TO CIVIL ENGINEER'S PLANS FOR EXACT WALL INFORMATION 4 SECONDARY ENTRY MONUMENT -SECTIONSFOR REFERENCE ONLY) ) 5 FRACTURED ROCK 6 RETAINING WALL (FOR REFERENCE ONLY) CONSTRUCTION SCHEDULE CONSTRUCTION NOTES MASONRY NOTES LIGHTING NOTES I) Street Light - Per C.E. Plans 1. Contractor to verify site conditions prior to beginning construction. Discrepancies shall be brought to 1. All masonry blocks, bricks, veneer, etc. as well as other products and equipment shall be 1. Light fixtures as on pans are approximate tindicated these with final locations to be verified by landscape contractor on site. \� P the attention of the owners representative. installed per manufacturer's specifications and per industry standards. 2. Contractor shall install hand pull boxes at required intervals and change of direction per local codes Fire Hydrant -Per C.E. Plans P q g 2. See grading plans for vertical control. 2. Concrete shall be machine mixed. Proportions to be 1:2 1/2: 3 1/2 by volume using a maximum of 7 gallons of water 3. Contractor shall verify quantities per plan. 3. Contractor shall be responsible for making himself familiar with all underground utilities, pipes and per sack of cement, unless approved otherwise. Concrete shall have a minimum ultimate compressive strength of Catch Basin per C.E. Plans structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement 4. Contractor shall install ground fault interrupters as required per local code. (In all cases where lights are to be installed within 10' of water g2000 PSI minimum at 28 days, unless otherwise approved. Portland cement shall be g } Y � PP type V from tested stock per ASTM C-150, 4 Accessible curb depression -Per C.E. Plans of said utilities. unless otherwise approved. 5. All work shall be in accordance with local code and detailed specifications on this sheet. Any work not meeting the approval of the owner or Landscape Architect 4. Contractor shall not willfully proceed with construction as designed when it is obvious that unknown shall be corrected at the contractor's expense with acceptable work. 3. Concrete masonry units for hollow unit masonry construction, shall be grade "N" units conforming to the 6. Contractor to supply proper lam arrow or wide angle) to spotlights ass ecified. obstructions and/or grade differences exist that may not have been known during design. Such pp y p p p (Np 5 Concrete curb -See Detail 2, Sheet L3. conditions shall be immediately brought to the attention of the Landscape Architect. The Contractor requirements of ASTM C-90. The ultimate compressive strength of the masonry wall, grouted solid, shall be shall assume full responsibility for all revisions due to a failure to give such notification. a minimum of fm --1500 PSI, 7. Fixtures shall be connected to an appropriate photo cell to operate lights during night hours or as desired by CFD. Install a single layer of 12" to 18" 'Desert Gold' hand -packed fractured rock, grouted over native. 8. The electrician is to provide all necessary plans, specifications and documents, etc. (If not provided within the package or by the owner's Electrical Engineer) �../ 5. Contractor shall be responsible for any coordinating with other sub -contractors as required to 4. Mortar shall be freshly prepared and uniformly mixed of 1 part Portland cement, 1/2 maximum to 1/4 minimum � ) Rock available from Southwest Boulder &Stone (760) 342-5522. Install per Fractured Rock and obtain all required approvals and permits. accomplish construction operations. parts lime putty or hydrated lime and 2 1!2 to 3 parts clean washed sand. Mortar to be type "S" with lime a minimum 9. All products and equipment are to be installed per manufacturer's specifications and per industry standards. detail on sheet L-3. Rock and installation shall match existing Siena Avenue streetscape between 6. Concrete surfaces shall be formed with long,smooth p Terra Vista and Duncan Canyon Road. gradients to reduce dips, abrupt changes and ultimate compressive strength of 2000 PSI at 28 days. P �' sharp transitions. 7. All curvilinear walks, curbs, headerboards and walls shall have a continuous smooth curve where 5. Grout wall solid unless otherwise noted. Grout shall be proportioned by volume and shall have sufficient water (7) 'Palm Spring Gold' landscape boulders from Southwest Boulder & Stone (760) 342-5522 Install �.-...// applicable. All forms must be inspected and approved prior to beginning that phase of the work. added to produce consistency for pouring without segregation. Fine grout in spaces 2" or less, shall be composed of part per boulder installation detail on sheet L-3. Numbers indicate boulder size cubed (ie. (3) = Portland cement, to which may be added not more then 1/10 art hydrated lime or lime u Y p y putty and 2 1/4 to 3 parts sand. 3x3x3=27 cubic feet). Rock and installation shall match existing Sierra Avenue streetscape 8. All concrete ix and a i 3 w minimum thickness and located d shown, Concrete will be For course grout add 1 to 2 parts pea gravel to fine grout. Grout shall attain a minimum ultimate compressive strength between Terra Vista and Duncan Canyon Road. of a 5 sack mix and maximum water/cement ratio shall be in accordance with ACI 301 and of 2000 PSI at 28 days. ACI 318. Maximum slump shall not exceed 4 inches for normal weight concrete if consolidation Install a 1" - 1 1/2" layer of'Desert Gold' 3/8" fractured rock over smooth finish grade as is by � of 2500 PSI m 28 da strength vibration. A slump not exceeding 5 inches is permitted if consolidation is by other means. 6. Reinforcing steel shall conform to ASTM A-615 grade 40 for #4 Rebars and less, grade 60 for #5 Rebars and greater, mulch bark substitute after all planting. Submit sample to Landscape Architect for approval prior o trete shall have a compressiveunless otherwise noted. days. Uses of admixture to installation. Available from Southwest Boulder &Stone (760) 342-5522. Rock and installation shall be approved prior to construction and shall be in accordance with the ACI 301. Concrete 7, All continuous bars or dowels shall lap a minimum 40 bar diameters in concrete and masonry, unless otherwise noted. that has been pretempered by water or cement after concrete has partially hardened, is not shall match existing Sierra Avenue streetscape between Terra Vista and Duncan Canyon Road. acceptable. Concrete shall never be covered with sheeting of any kind. Periodic tests of compressive 8. Excavate for foundations to the depths shown on the drawings included undisturbed soil or compacted earth, 12" strength of concrete shall be made in accordance with ACI 301 to verify that it meets design minimum unless otherwise noted. y) Install a 1 "-1 1/2" layer of 'Apache Brown' 3/4" to 1" fractured rock over smooth finish grade as requirements. Concrete shall be poured continuously, where possible and thoroughly consolidated 9. Contact Landscape Architect if site �J p e conditions are not as shown. mulch/bark substitute after all planting. Submit sample to Landscape Architect for approval prior by mechanical vibration or other methods in accordance with ACI 301. All finishing shall be in to installation. Available from Southwest Boulder & Stone (760) 342-5522. Rock and installation accordance with ACI 301. 10. For RETAINING WALLS do not backfill wall sooner than 7 days or prior to reaching strength required in shall match existing Sierra Avenue streetscape between Terra Vista and Duncan Canyon Road. items 3, 4, 5 and 6 above. 9. All walks shall be 3 1/2" thick concrete with a medium broom finish. Install expansion joints at 10 11, For RETAINING WALLS do not backfill with heavy equipment closer than the vertical height of the proposed wall. .. comers; .. or as sown opans and idi n accordance with all local codes. Vehicular Sight Line 12' ocand at coscorelines at 6' ochof 12. Design equivalent fluid pressure is from soils report or requested by Owner and is not the responsibility of this 10. Contractor shall coordinate irrigation and lighting sleeve locations under paved areas as required. Landscape Architect. 11 Electrical Transformer/Vault Location -Per Electrical Engineers Plans. Refer to appropriate plans. li all h iaapplicable codes and ordinances (Uniform Building Code}. f ll hconform with ti t n Masonry construction shall 11. If in the field, scaled dimensions conflict with stated grades, and/or elevations, the design elevation 13. CITY O F F O N T A N A 12 Electrical Vault Location - Per Electrical Engineers Plans. shall take precedence. 14. When retaining, walls shall receive the following waterproofing seal: Coat backside of wall in contact with earth Canderground Service Alert 12. Prior to placing concrete, the Contractor shall sufficiently moisten the subgrade and provide subgrade using "Thoroseal" foundation coating (or approved equal). Apply per manufacturer's specifications. LANDSCAPE PLANS 13 Retaining Wall per C.E. Plans preparation per the soils report. @ at least 2 days MASN Irfe SIERRA AVE. STA. 152 + 53.37 TO 166 + 50.00 s� See detail 6, Sheet L3 13. Verify with the project Soil and/or Structural Engineer for the need for steel reinforcing, base material, SA SEGOVIA LN. STA. 10 + 50.00 TO 18 + 61.48 AS SHOWN `, before you dig etc. for all hardscape paving, wall footings, eta rrtl°'r1iBy, CONSTRUCTION DETAILS DATE, NOTES & LEGEND Know wnat's below. 14. For masonry construction notes, if any, refer to separate list of requirements within this ss 4 Cal before you dig. NOTE: Areas denoted by a 'PA' on the construction plan indicate planter areas. package. �s �O � nArID VVG NW SS Cm EriMM RZZ MM Ems, nM,E 5404 16 J I T e J C A P IE S Landscape Architecture and Planning 3190 B2 Airport Loop Drive Costa Mesa, CA 92626 Richard Polhamus, License CA -#2782 (949) 644-9370 (714) 210-3140 FAX F REVISION Rev. Per Civil Eng. 12-17-15 0 00 o � o + + 0000� W 0 ou�H�o�z 0 �M>oo o. M�o"o + W + H M -q kn Cn U V N W Cb Q I - Z r� 0 H 0 Z O V00 � O O Cd H U CN U �D Q U vANDSCA,a �vt I. poi y� -9P W 27 ` y� 12/17/15DATE 9lF ool.,p- OF CA�� LSPCT 15-000045 DATE 08-14-15 JOB 15-020 L3 OF 16 N W ZUJ Q I - Z O 0 H 0 Z U 3 � O H 0 U vANDSCA,a �vt I. poi y� -9P W 27 ` y� 12/17/15DATE 9lF ool.,p- OF CA�� LSPCT 15-000045 DATE 08-14-15 JOB 15-020 L3 OF 16