2014-01064 - retaining wall - Laserfiche WebLink

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DIAMOND PROS 5 REINFORCEMENT CONNECTION DETAIL W2 (NOT TO SCALE) GRANULAR BASE LEVELING PAD ::DIAMOND PRO® rm::):PICAL STEP-UP DETAIL W2 %(NOT TO SCALE) 4" TEE REMOVE PORTION OF ADJACENT UNITS TO ALLOW DRAIN TILE THRU FACE DAYLIGHT DRAIN THROUGH WALL SPACING VARIES 25' MAXIMUM 4" DIA. DRAIN TILE (EL. VARIES) ao 2" CUT-- I STEP 1 - PLACE REINFORCEMENT SO LITTLE OR NO OVERLAP OCCURS IN THE RADIUS AREA. IF OVERLAP OCCURS, PLACE 2 TO 3 INCHES OF SAND BETWEEN THE REINFORCEMENT LAYERS. STEP 2 - LAY THE NEXT COURSE OF BLOCK. MAKE A MARK ON THE BACK OF THE BLOCKS IN THE AREAS THAT ARE NOT REINFORCED. BACKFILL AND COMPACT THAT COURSE. STEP 3 - PLACE REINFORCEMENT IN THE AREAS WHERE THE MARKS SHOW GAPS IN THE LOWER REINFORCEMENT PATTERN. CONTINUE NORMAL WALL CONSTRUCTION, REPEATING THESE STEPS AS NEEDED. 2" TO 3" OF SOIL FILL REQUIRED BETWEEN OVERLAPPED REINFORCEMENT FOR PROPER SOIL AND REINFORCEMENT INTERACTION L PRINCIPLE REINFORCEMENT DIRECTION L CORES NOT SHOWN FOR CLARITY DIAMOND PRO® E OUTSIDE CURVE W/ GRID WZ ANOT TO SCALE) z 0 U w o' NOTE: PLACEMENT OF REINFORCEMENT EXTENSION ON SPECIFIED REINFORCEMENT ELEVATIONS. H/4 REINFORCEMENT H/4 BEYOND THE CORNER AT THE SPECIFIED REINFORCEMENT ELEVATIONS PRINCIPLE REINFORCEMENT DIRECTION H/4 EXTENSION BEYOND BACK OF BLOCK �DIAMOND PRO® 90-DEGREE INSIDE CORNER W/ GRID W2 AN OT TO SCALE) Our laur I FI GRADE JRSE ABOVE GRADE FILTER FABRIC BEHIND -M...... JRSE ABOVE ��/��i� % / JRSE BELOW GRADE TWO BLOCKS, EXTENDING EXISTING STRUCTURE/ i BACK 2 FT. NEXT TO THE EXISTING STRUCTURE JRSE BELOW GRADE DIAMOND PRO® 7 DAYLIGHT D RAI NTI LE THROUGH WALL W2 %(NOT TO SCALE) FIRST COURSE DIAMOND PRO® 1 O WALL ABUTTING EXISTING STRUCTURE WZ ANOT TO SCALE) Z!50 CURVE SAW CUT AS REQUIRED TO CONSTRUCT 90 DEGREE MITERED 7� CORNER INSIDE CURVE TOP WALL ABUTS PROPOSED STRUCTURE (SEE DETAIL 10 ON SHEET W2) SPLIT FACE AND END WALL FACE 1. ALWAYS START CAPPING WALL FROM THE LOWEST ELEVATION. 2. LAYOUT CAPS PRIOR TO USING ADHESIVE. 3. CUT CAPS TO FIT. VARIOUS COMBINATIONS OF LONG AND SHORT CAP FACES WILL BE NECESSARY FOR RADII GREATER THAN THE MINIMUM. 4. ALTERNATE SHORT AND LONG CAP FACES EVERY OTHER CAP TO ACHIEVE A STRAIGHT ROW OF CAPS. 5. USE EXTERIOR -GRADE CONSTRUCTION ADHESIVE TO SECURE CAPS. DIAMOND PRO® 1 1 CAP BLOCK DESIGN DETAILS WZ ANOT TO SCALE) IAMOND PRO® a�w ALL 17 STA 1 x-28 W2 (NOT TO SCALE) CITY OF ORONO � L o a) U .a U i W 2N2 -_'m-� 0 0 0 Q T :2E � � a N ate• W L D' 0:3 0 � E-0� T a p T -Q "=E 3 L7-0UU a� L a�a�L o 1 z T � a � L T � L o 00 0 Q) 0 a LL N V J J r to '❑^ �Z_// W LL MM W '`;, IlJ W Z �rED W Z O Lo Ln Ln N Lo 0 � In Q J 0 z a0 o ❑ w EI3r,Z Z W Z Z J � Z L7 a a Z ❑ z W F' (n 0 W IL ❑ a IY v N Q In Z o r W W o �U 0 o W Z z W 0 W ul 0 W Z ro W Q/ W N o In [1 11 IJ.I N �l 07 ❑ Z Z Q Q w o IL a U' ED 0 W ai 0 0 Q a� �m Z z 3 w m 0� 4 'w o a o 13� a o SHEET OF W2 2 WALL ELEVATIONS REINFORCEMENT LENGTH 12 INCHES OF FREE FINISHED DRAINING AGGREGATE GRADE GEOSYNTHETIC REINFORCEMENT -1I I\\\/ GRANULAR BASE - I LEVELING PAD 1 6.. 1 2'-0" Wos = WIDTH OF OVERSIZING De 1 De = DEPTH OF EXCAVATION 1 L = LENGTH OF GEOSYNTHETIC REINFORCEMENT Wos = (2 * De) + L + 6" Wos t DIAMOND PRO® (� 3 1:1 EXCAVATION OVE RS IZI N G WZ (NOT TO SCALE) DIAMOND PRO® `` r4 ' TYPICAL BASE PREPARATION W2 ANOT TO SCALE) 11" MINIP WZ %(SCALE: 1 °=5'-O°) EXTEND GEOSYNTHETIC REINFORCEMENT TO WITHIN 1 " OF THE LOWER BLOCK FACE-Iff 11 " MIN. DIAMOND PROS 5 REINFORCEMENT CONNECTION DETAIL W2 (NOT TO SCALE) GRANULAR BASE LEVELING PAD ::DIAMOND PRO® rm::):PICAL STEP-UP DETAIL W2 %(NOT TO SCALE) 4" TEE REMOVE PORTION OF ADJACENT UNITS TO ALLOW DRAIN TILE THRU FACE DAYLIGHT DRAIN THROUGH WALL SPACING VARIES 25' MAXIMUM 4" DIA. DRAIN TILE (EL. VARIES) ao 2" CUT-- I STEP 1 - PLACE REINFORCEMENT SO LITTLE OR NO OVERLAP OCCURS IN THE RADIUS AREA. IF OVERLAP OCCURS, PLACE 2 TO 3 INCHES OF SAND BETWEEN THE REINFORCEMENT LAYERS. STEP 2 - LAY THE NEXT COURSE OF BLOCK. MAKE A MARK ON THE BACK OF THE BLOCKS IN THE AREAS THAT ARE NOT REINFORCED. BACKFILL AND COMPACT THAT COURSE. STEP 3 - PLACE REINFORCEMENT IN THE AREAS WHERE THE MARKS SHOW GAPS IN THE LOWER REINFORCEMENT PATTERN. CONTINUE NORMAL WALL CONSTRUCTION, REPEATING THESE STEPS AS NEEDED. 2" TO 3" OF SOIL FILL REQUIRED BETWEEN OVERLAPPED REINFORCEMENT FOR PROPER SOIL AND REINFORCEMENT INTERACTION L PRINCIPLE REINFORCEMENT DIRECTION L CORES NOT SHOWN FOR CLARITY DIAMOND PRO® E OUTSIDE CURVE W/ GRID WZ ANOT TO SCALE) z 0 U w o' NOTE: PLACEMENT OF REINFORCEMENT EXTENSION ON SPECIFIED REINFORCEMENT ELEVATIONS. H/4 REINFORCEMENT H/4 BEYOND THE CORNER AT THE SPECIFIED REINFORCEMENT ELEVATIONS PRINCIPLE REINFORCEMENT DIRECTION H/4 EXTENSION BEYOND BACK OF BLOCK �DIAMOND PRO® 90-DEGREE INSIDE CORNER W/ GRID W2 AN OT TO SCALE) Our laur I FI GRADE JRSE ABOVE GRADE FILTER FABRIC BEHIND -M...... JRSE ABOVE ��/��i� % / JRSE BELOW GRADE TWO BLOCKS, EXTENDING EXISTING STRUCTURE/ i BACK 2 FT. NEXT TO THE EXISTING STRUCTURE JRSE BELOW GRADE DIAMOND PRO® 7 DAYLIGHT D RAI NTI LE THROUGH WALL W2 %(NOT TO SCALE) FIRST COURSE DIAMOND PRO® 1 O WALL ABUTTING EXISTING STRUCTURE WZ ANOT TO SCALE) Z!50 CURVE SAW CUT AS REQUIRED TO CONSTRUCT 90 DEGREE MITERED 7� CORNER INSIDE CURVE TOP WALL ABUTS PROPOSED STRUCTURE (SEE DETAIL 10 ON SHEET W2) SPLIT FACE AND END WALL FACE 1. ALWAYS START CAPPING WALL FROM THE LOWEST ELEVATION. 2. LAYOUT CAPS PRIOR TO USING ADHESIVE. 3. CUT CAPS TO FIT. VARIOUS COMBINATIONS OF LONG AND SHORT CAP FACES WILL BE NECESSARY FOR RADII GREATER THAN THE MINIMUM. 4. ALTERNATE SHORT AND LONG CAP FACES EVERY OTHER CAP TO ACHIEVE A STRAIGHT ROW OF CAPS. 5. USE EXTERIOR -GRADE CONSTRUCTION ADHESIVE TO SECURE CAPS. DIAMOND PRO® 1 1 CAP BLOCK DESIGN DETAILS WZ ANOT TO SCALE) IAMOND PRO® a�w ALL 17 STA 1 x-28 W2 (NOT TO SCALE) CITY OF ORONO � L o a) U .a U i W 2N2 -_'m-� 0 0 0 Q T :2E � � a N ate• W L D' 0:3 0 � E-0� T a p T -Q "=E 3 L7-0UU a� L a�a�L o 1 z T � a � L T � L o 00 0 Q) 0 a LL N V J J r to '❑^ �Z_// W LL MM W '`;, IlJ W Z �rED W Z O Lo Ln Ln N Lo 0 � In Q J 0 z a0 o ❑ w EI3r,Z Z W Z Z J � Z L7 a a Z ❑ z W F' (n 0 W IL ❑ a IY v N Q In Z o r W W o �U 0 o W Z z W 0 W ul 0 W Z ro W Q/ W N o In [1 11 IJ.I N �l 07 ❑ Z Z Q Q w o IL a U' ED 0 W ai 0 0 Q a� �m Z z 3 w m 0� 4 'w o a o 13� a o SHEET OF W2 2 WALL ELEVATIONS