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Home My WebLink About3552-2LIMIT OF WORK SANTA ANA AVE. 29 __. 25 ___._._.._..___ .-. 2 --------- ---------- ------------------ 27--------------_.....__.._..._.--------..-�-------28I.._..-.-._._..�.-----•---,-.-_-.._.-.__-_-.--------------------------------'.__--.- ' -----------24 ------ _.-._------------------- ------------ --- .-_ ._._ -- . �' � MEANDERING SIDEWALK NOTE: .�--- -�- i- i -+ CONTRACTOR TO CONTINUE MEANDERING SIDEWALK FROM TR. # 16232 s ■ U , 50 ,-01I 50'-0" 1 8 1 16'-9" 9 < F - Q cro W< " TYP. TYP. 2 Cr Q JJ 1 9 10!03 ._ LU Cr � ~ ~ "'� _ . _ .. ... _ _ . _ .. _ _ .. _ _ � .. ... -_ •. ' . .... -_ _ � ... -_ --_ - .. .•_ . _ --_ - .•.. - P.A. . • - - _ .. • .-_ . •_ --_� - .-_ .. - Q- I-- I-- cli W = Iz _ . _ _ _ - P.A. - . _'. ,� i - . P.A. �. _ _ . P.A. �, 4. - r _ . _ +� LLJ M IL co - LU U O P.A. P.A. p ' _ :.�''� r �" { W N (n ryry.� A r , "� LL � r _• - . - - _ - - - - '_- _• - _ - _ - �. - • - _• _ r - - • . - _ - •,• - _ - -/ - -a - ® - ..�• ® -4- � �Q`�a �, ..® oa ® oma � .-.5t , eal � � ® Crc` � ®PazJ'1m•. m m, � . � V O Y¢Q-C� �, �'. m �. �:i ®... :�. ®. ®,-® -a _ ®+•------ ��,,---------------- ' _--------------- [i r -�. m LL- CCy"� m :�' '�_- -------------, ---------------, ---- ---- ---- ,� >y�., P.A. P.A. 10 1QQ"Cr OmOW -- o�,�Q• P.A. .� 12 8 [�>-�W p CC m , P.A. 8 12 12 LOT �D� P.A. 12 _ _ �..., -- .._-� - .�.- -_� .�._ . _. ._ __ - ___.. - __ .�. O C o m W 0 _. _ P.A. w..� ---- EQ --- EQ �----- -- �pIC� ILL �- IL.L 0'-0" o I- 0- r �� 1 TYP. e 5 Q (� 1 - - �.. 0 1 _-. 30'-0" - -- W .� W r 5 5 ____ _fl__.-'''"-� 5 STORM DRAIN EASEMENT3 W JQ.C% n g 35'-0" 40 1 STORM DRAIN EASEMENT WALL RETURN NOTE: CONTRACTOR TO COORDINATE END OF PERIMETER WALL WITH LOCATION OF RETURN WALL, RELEVANT TO FOOTPRINT PLACEMENT. WHEN WALL IS VISIBLE FROM STREET ON BOTH SIDES, CONTRACTOR IS TO USE DOUBLE -SIDED r SPLIT -FACE BLOCK IN BANDED WALL. I t v LIMIT OF WORK I Z�U JWX 0- F- F -- LU = OC LO rn W0q cf)CcU_� Y¢C-a �mOw_ _ r) CC U1vu�.r1VVUUu Uri. .._._ _ i 2. 13 _ - 14 __ __.--------------• --------------------15 ----.---- ----- LU ILL � �._. .-.-r_.- - .�_ .I I _ .�. .� I a� ~wU) _ _ CC W � � -t- J _ ■ I I W LIMIT OF WORK 14 62 Jcia WALL RETURN NOTE: CONTRACTOR TO COORDINATE END OF PERIMETER WALL WITH LOCATION OF RETURN WALL, RELEVANT TO FOOTPRINT PLACEMENT. WHEN WALL IS VISIBLE FROM STREET ON BOTH SIDES, CONTRACTOR IS TO USE DOUBLE -SIDED SPLIT -FACE BLOCK IN BANDED WALL. D CONSTRUCTION NOTES 1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTION'S AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION. 2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS. 3. ALL FORMS AND ALIGNMENTS OF PAVING, WALL / FENCE LAYOUT, AND SPECIAL PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE). 4. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN. 8. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB -GRADE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS. 9. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS. 10. ALL CURVILINEAR WALKS, CURBS; HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK. 11. IF IN THE FIELD, SCALED DIMENSIONS CONFLICT WITH STATED GRADES AND/OR ELEVATIONS, THE DESIGN ELEVATION SHALL TAKE PRECEDENCE. 12. ALL WALKWAY DIMENSIONS ARE TAKEN FROM FACE OF CURB TYP: Underground Service Alert Call: TOLL FREE 1-800 422-41 33 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION LEGEND 0 V-0" HIGH SPLIT-FACE/PRECISION BANDED (ALTERNATING COURSES) MASONRY BLOCK THEME WALL w/ PRE -CAST CAP PER WALL PLAN, SHEET L-4. SEE DETAIL A, SHEET L-5. SPLIT -FACE BAND ON SIDE VISIBLE FROM STREET. O 20" SQ. x 6'-9" HIGH MASONRY BLOCK PILASTER w/ POURED -IN-PLACE CAP AND COBBLE VENEER. SEE DETAIL B, SHEET L-5. O3 V-0" HIGH SPLIT -FACE (ON SIDES VISIBLE FROM STREET) MASONRY BLOCK NEIGHBORHOOD WALL w/ PRE -CAST CAP PER WALL PLAN, SHEET L-4. SEE DETAIL C, SHEET L-5. 4D 6-0" HIGH PRECISION BLOCK BOUNDARY WALL w/ PRE -CAST CAP PER WALL PLAN, SHEET L-4. SEE DETAIL I, SHEET L-5. 5) 6-0" HIGH MASONRY BLOCK INTERIOR WALL PER SEPARATE PLAN SUBMITTAL FOR TYPICAL FRONT YARDS.(N.I.C.) 6 V-0" HIGH TUBULAR STEEL FENCE w/ CONCRETE MAINTENANCE BAND PER WALL PLAN, SHEET L-4. SEE DETAIL H, SHEET L-5. 7OMEDIUM BROOM FINISH CONCRETE SIDEWALK PER DETAIL E, SHEET L-6. REFER TO CIVIL ENGINEER'S STREET IMPROVEMENT PLANS FOR LINE AND GRADE. 8D MEDIUM BROOM FINISH MEANDERING CONCRETE SIDEWALK PER DETAIL E, SHEET L-5. SEE CONSTRUCTION PLAN FOR DIMENSIONS. 9 CONCRETE EXPANSION JOINT PER PLAN. SEE DETAIL D, SHEET L-5. 10 DEEP SCORE JOINT PER PLAN. SEE DETAIL D, SHEET L-5. 11 HANDICAP ACCESS RAMP PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 12 6" CONCRETE MOWSTRIPPER DETAIL G,SHEET L-5.(--------------------=LINETYPE) 13 FIRE HYDRANT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. 14 STREET LIGHT PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. n15 DRAINAGE CATCH BASIN PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. n16 "DESERT SELECT" LANDSCAPE BOULDER AVAIL. THROUGH SOUTHWEST BOULDER, (800) 540-1147. SEE DETAIL F, SHEET L-5. SEE CONSTRUCTION PLAN FOR SIZE AND PLACEMENT. 17 LANDSCAPE BERMING IN 6" INCREMENTS PER CIVIL ENGINEER'S ROUGH GRADING PLANS. 18 EXISTING/ PROPOSED CURB AND GUTTER PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. n19 PROPOSED INTERIOR SIDEWALK PER CIVIL ENGINEER'S STREET IMPROVEMENT PLANS. WALL PERMUTING NOTE: PERMITTING TO BE PER OVERALL WALL PLAN SHEET L-4. REFER TO WALL MATRIX FOR LENGTHS OF WALLS SPECIFIC TO EACH LOT. PLAN CROSS REFERENCES FOR NOTES AND LEGENDS, SEE THIS SHEET FOR DETAILS, SEE SHEET L-5 FOR SPECIFICATIONS, SEE SHEET L-13 FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-6 FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-10 FOR WALL MASTER PLAN, SEE SHEET L-4 60 16l 102 103 EX. WALL NOTE: EXISTING 6-0" HIGH PRECISION BLOCK MASONRY WALL TO REMAIN. PROTECT IN PLACE. SHEET KEY MAP SANTA ANA AVE.,, �: LA N D S CA P E ARCHITECTURE SITE PLANNING 10621 Church St., Suite 106 Rancho Cucamonga, CA 91730 (909) 484-2800 Fax (909) 484-2802 Qo a It T Richard Krumwiede CA Lic, #2834 AZ Lic. # 29115 o' NV Llc. # 446 TX. Uc. #1884 �PNpSCAp� s+ oat F CN NDSCAP j'zz u Al0. CID F y�� AN J ;;• rc � -� CITY OF FONTANA, CALIFORNIA DRAWN BY SYCAMORE ILLS 11= 2 �. TRACT. # 95-2 M ITY FA L IEDISTRICT C0 00 LO LO DESIGNED BY: U (' KPF 00T O �r x r. W Z uI-C) ul Jz -j O _j �x 2 IL Q O DATE: - �Z• �' OLL VUj CC) H � ITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/05 w a) 14 itL H 00 WCno rr �-- oUj z z 00 (0a- # Ln e M NDSCAP j'zz u Al0. CID F y�� AN J ;;• rc � -� CITY OF FONTANA, CALIFORNIA DRAWN BY SYCAMORE ILLS 11= 2 MPH TRACT. # 95-2 M ITY FA L IEDISTRICT 20t-011 DESIGNED BY: DATE: KPF 9/2/03 CHECKED BY: APPROVED Y: DWG. NO.: 2 DATE: - �Z• JAF ITY ENGINEER R.C.E. 51152 EXP. DATE 12/31/05 3552 14 1"=tot O: NUMBER 0328-5 L-2- 2 OF 14 SHTS.